Rischmuller-Magadley, Esther (2009) Development of an analytical computer tool for building integrated renewable energy and CHP. PhD thesis, University of Nottingham.
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DEVELOPMENT OF AN ANALYTICAL
COMPUTER TOOL FOR BUILDING
INTEGRATED RENEWABLE ENERGY
AND CHP
Esther Rischmüller-Magadley, MEng.
Thesis submitted to the University of Nottingham
for the degree of Doctor of Philosophy
May 2009
i
Abstract
This thesis describes a computer tool that was developed to compare different
combinations of photovoltaic (PV) panels, solar thermal collectors and combined
heat and power (CHP) technologies for building applications in order to find the
option with the lowest cost of emissions reduction.
The novelty of this computer tool is that it addresses the uncertainty of building
energy load profiles in the sizing of renewable energy and CHP technologies by
applying the Monte Carlo Method. A database of historical building energy load
profiles was collated for this purpose. However, little domestic hot water load
profiles were found in the literature. Therefore, as part of this study, a survey was
also carried out to collect some domestic hot water load profile data.
The domestic hot water demand survey consisted of a questionnaire and monitoring
study. The questionnaire consisted of two parts: a general questionnaire about the
dwelling and a diary study. The questionnaire collected general information about
the dwelling, enabling the load profiles collected to be classified into different
building type categories. In the diary study the hot water consumption patterns were
recorded. The hot water energy consumption data was also obtained from direct
monitoring using temperature sensors attached to the hot water pipes of the different
appliances to record when and from which appliance hot water was used throughout
the day in the dwellings. Load profiles were formed using this data and the data from
the diary study in the questionnaire, together with typical hot water usage of different
appliances. These were calculated from hot water usage times and typical flow rates
of the different appliances that were recorded by a clamp-on flow meter. The load
ii
profile data collected from the survey and the literature was loaded into the computer
tool database.
The tool was developed in two Excel files each combining a different renewable
energy technology (Photovoltaics and Solar Thermal) with CHP and the tool was
programmed using Visual Basic for Applications (VBA) in Excel. The computer tool
codes are executed in the following order:
1) Process building loads and load profiles
2) Size renewable and CHP technologies
3) Carry out economic and environmental analysis
4) Apply Monte Carlo method to determine the most probable outputs of each
technology combination (only carried out if building energy load profiles are not
known by the user)
5) Compare and analyse technologies or combination of technologies to facilitate
the selection of the appropriate option.
The outputs consist of a technical analysis, economic analysis and environmental
analysis and a price tag on the emissions savings (£/kgCO2 saved). The computer
tool can therefore be used to compare several combinations of renewable
energy/CHP technologies and provide project energy managers with required
technical, economical and environmental data to facilitate making vital long term
investment decisions.
To test the computer tool and its accuracy, a case study was used to run the tool and
was compared to sample manual calculations of the tools calculation procedures. The
example building with a total floor area of 1750m2 consisted of three clusters of 5
iii
two-bedroom flats of 100m2 each, 15 one-bedroom flats of 50m
2 each, and 500m
2 of
office space with occupancy capacity of 50 people. Three main technologies were
considered in different combinations: combined heat and power, solar thermal
collectors for hot water and photovoltaic panels for electricity generation.
Depending on the overriding objectives of a project, usually two scenarios are
presented: a) maximising return on investment (i.e., short payback period) or b)
reducing CO2 emission at the expense of higher capital cost and longer payback
period. Hence, it was concluded that if the project is driven by the cost of energy
generation, then using Combined Heat and Power in combination with a back up
boiler and grid electricity would make the best investment returns. If the reduction of
CO2 emissions is more important, then the option of incorporating renewables with
or without CHP would be a more attractive proposition. However, the option of
incorporating renewables and CHP would offer the better solutions if both cost of
energy generation and CO2 emissions are important.
iv
Acknowledgements
I dedicate this thesis to my daughter Yasmeen.
I would like to express my gratitude to a number of people whom without their
support this thesis would not have made it to the finishing line. First, I would like to
thank my supervisor Dr. Rabah Boukhanouf for his help, support and guidance. I
would also like to thank Dr. Prince Doherty for his supervision in the first part of my
PhD. Many thanks also go to Dr. Andrew Cripps and Brian Doran from Buro
Happold for their supervision throughout the PhD.
I would like to thank the EPSRC, the INREB Faraday Partnership and Buro Happold
for their financial support. Thank you also to Buro Happold Manchester office the
School of the Built Environment their support throughout this PhD.
Many thanks go to my family for being there for me when I needed them most and
for their understanding and encouragement. Thank you especially to my husband and
my parents for their patience, help and support throughout my studies.
v
Table of Contents
Abstract ......................................................................................................................... i
Acknowledgement ...................................................................................................... iv
Table of Contents ........................................................................................................ v
List of Figures ............................................................................................................ vii
List of Tables ............................................................................................................ xiii
Nomenclature............................................................................................................ xiv
Chapter 1 Introduction ............................................................................................... 1
Chapter 2: Literature Review .................................................................................... 3
2.1 BACKGROUND .................................................................................................. 3
2.2 UK AND EU POLICIES .................................................................................... 13
2.2.1 Policies on Renewables ............................................................................. 13
2.2.2 Policies on CHP ........................................................................................ 18
2.3 COMBINED HEAT AND POWER (CHP) ........................................................ 19
2.3.1 CHP technologies ...................................................................................... 21
2.3.2 CHP fuels .................................................................................................. 22
2.3.3 CHP Sizing ................................................................................................ 24
2.3.4 Current status of CHP in the UK............................................................... 29
2.4 RENEWABLE ENERGY ................................................................................... 32
2.4.1 Solar thermal energy ................................................................................. 37
2.4.2 Photovoltaics ............................................................................................. 49
2.4.3 Integration of PV and ST with CHP ......................................................... 57
2.5 ANALYSIS TOOLS AND THE DECISION MAKING PROCESS ................. 58
2.5.1 Decision making process .......................................................................... 58
2.5.2 Analysis tools ............................................................................................ 62
2.6 CONCLUSION ................................................................................................... 69
Chapter 3: Energy Demand in Buildings ................................................................ 70
3.1 BUILDING ENERGY LOAD PROFILES ........................................................ 74
3.1.1 Monte Carlo Method ................................................................................. 76
3.1.2 Space heating load profiles ....................................................................... 78
3.1.3 Electricity load profiles ............................................................................. 78
3.1.4 Hot water load profiles .............................................................................. 80
3.1.5 Conclusion ................................................................................................ 82
3.2 DHW DEMAND SURVEY IN RESIDENTIAL BUILDINGS ........................ 83
3.2.1 Survey Questionnaire ................................................................................ 83
3.1.2 Monitoring Study ...................................................................................... 84
3.1.3 Load profile formation .............................................................................. 87
3.3 CONCLUSION .................................................................................................. 89
vi
Chapter 4: Computer Simulation Tool Development ............................................ 90
4.1 INTRODUCTION .............................................................................................. 90
4.2 DESCRIPTION OF THE COMPUTER TOOL ................................................. 90
4.2.1 BLOCK A: Determining the building loads and load profiles ................. 91
4.2.2 BLOCK B: Technology combinations: sizing and financial and
environmental appraisals ......................................................................... 100
4.2.3 BLOCK C: Most Probable Options and their Comparison ..................... 134
4.3 CONCLUSION ................................................................................................. 137
Chapter 5: Computer tool evaluation and results ................................................ 138
5.1 INTRODUCTION ............................................................................................ 138
5.2 SAMPLE CALCULATION ............................................................................. 139
5.2.1 The Building loads .................................................................................. 139
5.2.2 Supply of heat and electricity from a boiler and grid.............................. 145
5.2.3 Supply of heat and electricity from a CHP, boiler and grid .................... 150
5.2.4 Supply of heat and electricity from ST, boiler and grid .......................... 161
5.2.5 Supply of heat and electricity from ST, CHP, boiler and grid ................ 171
5.2.6 Supply of heat and electricity from PV, boiler and grid ......................... 179
5.2.7 Supply of heat and electricity from a CHP, PV, boiler and grid ............. 189
5.2.8 Summary of outputs ................................................................................ 197
5.3 TOOL EVALUATION PROCEDURE ............................................................ 198
5.3.1 The Building loads .................................................................................. 198
5.3.2 Evaluation of a combination of Grid, boiler, CHP and solar thermal
collector systems using ST tool .............................................................. 202
5.3.3 Evaluation of a combination of Grid, Boiler, CHP and Photovoltaic
panels using the PV tool .......................................................................... 212
5.4 LIMITATIONS OF THE COMPUTER TOOL ................................................ 219
5.5 DISCUSSION AND CONCLUSION ............................................................... 220
Chapter 6: Conclusion and Suggestions for Future Work .................................. 223
6.1 GENERAL CONCLUSIONS ........................................................................... 223
6.1.1 Complexity of building load profiles/patterns ........................................ 224
6.1.2 Hot water demand profiles ...................................................................... 225
6.1.3 The computer Tool .................................................................................. 226
6.1.4 The case study ......................................................................................... 227
6.2 CONTRIBUTION TO KNOWLEDGE AND ORIGINALITY ....................... 228
6.3 RECOMMENDATIONS FOR FUTURE WORK ........................................... 229
References ................................................................................................................. 231
Appendix: Domestic hot water demand survey.................................................... 245
vii
List of Figures
Figure 2.1 UK Final Energy Consumption, by Fuel, 1970 to 2005 (BERR 2007) .... 4
Figure 2.2 UK energy prices (Eurostat 2007) ............................................................ 4
Figure 2.3 Energy Sources [adapted from Chapman 1989] ....................................... 5
Figure 2.4 Typical costs for electricity generation (Gross et. al. 2003) ..................... 6
Figure 2.5 UK Use of Fuels in 2006 (BERR 2007) ................................................... 6
Figure 2.6 European primary energy production in 2005 (Eurostat 2007) ................ 7
Figure 2.7 European energy production and consumption in 2005 (Eurostat 2007)
...................................................................................................................... 8
Figure 2.8 European renewable energy production and consumption in 2005
(Eurostat 2007) ............................................................................................ 9
Figure 2.9 Cost of carbon reduction of mitigation technologies in the power
generation sector compared to gas-fired power stations (Sims et. al.
2003) ......................................................................................................... 10
Figure 2.10 Integrating Energy Technologies with Buildings .................................. 11
Figure 2.11 UK electricity mix in 2006 (DTI 2007) ................................................ 16
Figure 2.12 Energy flow diagram – CHP vs conventional system (Carbon Trust
2004) ......................................................................................................... 20
Figure 2.13 CHP range .............................................................................................. 21
Figure 2.14 CHP use of Fuels in the UK (BERR 2007) .......................................... 23
Figure 2.15 CHP capacity in the UK (BERR 2007) ................................................ 30
Figure 2.16 Number of CHP installations in the UK (BERR 2007) ........................ 30
Figure 2.17 UK heat demand vs total UK CHP output (BERR 2007) ..................... 31
Figure 2.18 Renewable sources used to generate electricity and heat in the UK
(BERR 2007) ............................................................................................. 33
Figure 2.19 Use of renewable sources in 2006 in the UK (BERR 2007) ................. 34
Figure 2.20 Use of renewables to generate electricity and heat in 2006 in the UK
(BERR 2007) ............................................................................................. 34
Figure 2.21 Prediction of renewable energy contribution to the World energy
supply (EREC 2004) ................................................................................. 35
Figure 2.22 Mean solar irradiation on a horizontal surface – London area (CIBSE
2006) .......................................................................................................... 38
Figure 2.23 Indirect water heating system (Kalogirou 2004) ................................... 42
Figure 2.24 Shares of the European solar thermal market (ESTIF 2007) ................. 46
Figure 2.25 Total solar thermal collectors in operation in 2006 (ESTIF 2007) ........ 46
Figure 2.26 Solar thermal system market growth 2005/2006 (ESTIF 2007) ............ 47
viii
Figure 2.27 Installed PV power in the IEA PVPS reporting countries (IEA 2007) . 54
Figure 2.28 UK installed PV power (IEA 2007) ...................................................... 54
Figure 2.29 European installed PV power by country in 2006 (IEA 2007) ............. 55
Figure 2.30 Interest groups in decision-making (Alanne 2003) .............................. 59
Figure 2.31 Choosing appropriate technologies........................................................ 59
Figure 2.32 Initial ideas about selecting renewables and CHP for buildings ........... 60
Figure 2.33 Schematic of the decision analysis process (Huang et. al. 1995) ......... 60
Figure 3.1 UK domestic energy consumption by end use (Utley et. al. 2006) ........ 71
Figure 3.2 UK energy use per household (Utley et. al. 2006) ................................. 71
Figure 3.3 Annual delivered energy consumption for different office types
(kWh/m2) (BRECSU 2000) ....................................................................... 72
Figure 3.4 Actual national grid summer and winter demand for 2002 (National
Grid Group 2004) ...................................................................................... 79
Figure 3.5 Typical weekly electricity consumption for an office building
(Nottingham City Council 2004) .............................................................. 79
Figure 3.6 UK residential hot water profiles (CIBSE 2004, Everett et. al. 1985) ... 81
Figure 3.7 US residential hot water demand profiles (ASHRAE 1999, Wiehagen
et. al. 2003, USDE 2000, Goldner 1994, Lutz et. al. 1996) ...................... 82
Figure 3.8 Temperature sensor .................................................................................. 86
Figure 3.9 Example temperature sensors reading ..................................................... 86
Figure 3.10 Example Hot Water Load Profile for 3 different weekdays for a
semi-detached house .................................................................................. 88
Figure 3.11 Screenshot of the tool‟s hot water load profile database ....................... 88
Figure 4.1 Block A - Building loads and load profiles ............................................. 92
Figure 4.2 User interface start window ..................................................................... 93
Figure 4.3 Rules of Thumb user interface ................................................................. 94
Figure 4.4 Load profile selection interface window ................................................. 96
Figure 4.5 Load Profile input interface window ....................................................... 97
Figure 4.6 Loads output interface window ............................................................... 99
Figure 4.7 Block B –Technology combinations flow chart .................................... 102
Figure 4.8 Block B1: Boiler + EGrid ...................................................................... 103
Figure 4.9 Outputs parameters of block B1: Boiler and Grid (Boiler + EGrid) .... 104
Figure 4.10 Boiler installed capital costs (EST 2006, University of Strathclyde
2006) ....................................................................................................... 105
Figure 4.11 Boiler and Grid Costs and Emissions .................................................. 106
Figure 4.12 Block B2: CHP .................................................................................... 111
Figure 4.13: CHP, Boiler and Grid Sizing Outputs interface ................................. 115
ix
Figure 4.14 Installed CHP capital costs (EST 2006, University of Strathclyde
2006) ...................................................................................................... 115
Figure 4.15: CHP and boiler costs interface ........................................................... 116
Figure 4.16: Block B3a – PV .................................................................................. 117
Figure 4.17: Block B3b – ST .................................................................................. 117
Figure 4.18 Variation of PV panel area with cost of CO2 saved............................. 120
Figure 4.19 PV sizing options ................................................................................. 121
Figure 4.20 Entering maximum array area available .............................................. 121
Figure 4.21 Optimum size of PV with CHP+Boiler+Grid...................................... 122
Figure 4.22 PV + Boiler + Grid Outputs ................................................................. 123
Figure 4.23 PV lifetime and costs ........................................................................... 124
Figure 4.24 Installed PV costs (Faber Maunsell 2003, EST 2006, DTI 2006, IEA
2003, IEA 2006) ...................................................................................... 124
Figure 4.25 PV+CHP+Boiler+Grid Outputs ........................................................... 125
Figure 4.26 PV costs and lifetime ........................................................................... 125
Figure 4.27 Optimum ST collector size .................................................................. 129
Figure 4.28 ST sizing options ................................................................................. 129
Figure 4.29 Yearly energy demand distribution for example building ................... 130
Figure 4.30 ST+Boiler+Grid Outputs ..................................................................... 131
Figure 4.31: ST+Boiler lifetime & costs ................................................................. 131
Figure 4.32: ST+CHP Outputs ................................................................................ 133
Figure 4.33: ST+CHP+Boiler lifetime & costs ....................................................... 133
Figure 4.34 Block C – Most probable options and their comparison ..................... 134
Figure 4.35: PV Tool Option Comparison .............................................................. 135
Figure 4.36: ST Tool Option Comparison .............................................................. 135
Figure 4.37: Option outputs spreadsheet ................................................................. 137
Figure 5.1 RoT building energy loads summary ..................................................... 140
Figure 5.2 Hourly hot water demands for a typical January weekday and
weekend day ............................................................................................. 141
Figure 5.3 Hourly space heating demands for a typical January weekday and
weekend day ............................................................................................. 142
Figure 5.4 Hourly hot water demands for a typical January weekday and
weekend day ............................................................................................. 143
Figure 5.5 Dayly building energy load profiles summary ...................................... 144
Figure 5.6 Monthly building energy loads and monthly load factors ..................... 144
Figure 5.7 Boiler sizing spreadsheet ....................................................................... 145
Figure 5.8 Boiler costs spreadsheet ......................................................................... 146
x
Figure 5.9 Hourly CHP simulations for a typical day in January ........................... 152
Figure 5.10 CHP annual outputs and Boiler + Grid sizing ..................................... 154
Figure 5.11 CHP, boiler and Grid costs and emissions .......................................... 156
Figure 5.12 ST simulation for a typical July day .................................................... 162
Figure 5.13 ST sizing .............................................................................................. 162
Figure 5.14 Boiler sizing and grid demand for ST+Boiler+grid option ................. 165
Figure 5.15 Costs and emissions for ST+Boiler+Grid option ................................ 167
Figure 5.16 July day simulation of ST system ........................................................ 172
Figure 5.17 July day hourly CHP simulation for ST+CHP+boiler+grid option ..... 173
Figure 5.18 Boiler and grid sizing for ST+CHP+boiler+grid option ...................... 173
Figure 5.19 Costs and emissions for ST+CHP+boiler+grid option ........................ 174
Figure 5.20 Hourly PV simulation for a typical January day ................................. 181
Figure 5.21 PV sizing .............................................................................................. 182
Figure 5.22 Boiler sizing for PV+boiler+grid option ............................................. 183
Figure 5.23 Costs and emissions for PV+boiler+grid option.................................. 185
Figure 5.24 Hourly PV simulation for a typical January day ................................. 189
Figure 5.25 PV sizing for CHP+PV+boiler+grid option ........................................ 190
Figure 5.26 Boiler and grid sizes for CHP+PV+boiler+grid option ....................... 191
Figure 5.27 Cost and emissions for CHP+PV+boiler+grid option ......................... 193
Figure 5.28 Start interface ....................................................................................... 198
Figure 5.29a Entering details for 2 bedroom flats residential building................... 199
Figure 5.29b Entering details for 1 bedroom flats residential building .................. 199
Figure 5.29c Entering details for office type building ............................................ 200
Figure 5.30 User interface window for load profile selection ................................ 201
Figure 5.31 Calculation of building Loads ............................................................. 201
Figure 5.32 Boiler+EGrid sizes .............................................................................. 202
Figure 5.33 Costs for Boiler+Grid option ............................................................... 202
Figure 5.34 CHP+Boiler+EGrid case ..................................................................... 203
Figure 5.35 Costs for CHP+Boiler+Grid case ........................................................ 204
Figure 5.36 selecting a limiting factor in the sizing of solar thermal collectors ..... 205
Figure 5.37 Costs for ST+Boiler+Grid option ........................................................ 205
Figure 5.38 Technology sizes for ST+Boiler+Grid option ..................................... 206
Figure 5.39 Costs for ST+CHP+Boiler+Grid option .............................................. 207
Figure 5.40 Sizes of technologies for ST+CHP+Boiler+Grid ................................ 207
Figure 5.41 System energy costs for each technology combination ....................... 209
xi
Figure 5.42 Emissions for each technology combination ....................................... 209
Figure 5.43 Emissions reduction for each technology combination ....................... 209
Figure 5.44 Cost of emission savings for each technology combination ................ 210
Figure 5.45 Summary of outputs and option comparison with MCM .................... 210
Figure 5.46 Summary of outputs and option comparison without MCM ............... 211
Figure 5.47 Selecting a limiting factor for sizing PV ............................................. 212
Figure 5.48 Operating Costs for PV+Boiler+EGrid option .................................... 213
Figure 5.49 Sizes of technologies for PV+Boiler+EGrid option ............................ 213
Figure 5.50 Costs for PV+CHP+Boiler+EGrid option ........................................... 214
Figure 5.51 Sizes of technologies for PV+CHP+Boiler+EGrid option .................. 214
Figure 5.52 System energy costs for each technology combination ....................... 216
Figure 5.53 Emissions for each technology combination ....................................... 216
Figure 5.54 Emissions reduction for each technology combination ....................... 216
Figure 5.55 Cost of emission savings for each technology combination ................ 217
Figure 5.56 Summary of outputs and option comparison with MCM .................... 217
Figure 5.57 Summary of outputs and option comparison without MCM ............... 218
xii
List of Tables
Table 2.1 CHP case studies (Carbon Trust 2004, Van der Horst 2005) .................... 32
Table 2.2 Global renewable energy resources and output of installed renewables
(Gross et. al. 2003) ....................................................................................... 35
Table 2.3 Environmental impact of renewable energy technologies (Ackermann et.
al. 2002) ....................................................................................................... 36
Table 2.4 Solar thermal collector case studies [(1) ESD 2005, (2) TV Energy 2008,
(3) Faber Maunsell 2003, (4) European Commission 2008, (5) EST 2003] .48
Table 2.5 PV technology (Boyle 2004, EPIA et. al. 2001) ........................................ 50
Table 2.6 UK Building Integrated PV case studies [(1) European Commission
2008, (2) IEA 2008, (3) EST 2003] ............................................................. 56
Table 3.1 Rules of Thumb Hot Water Demand (CIBSE 2004, BSRIA 2003,
Institute of Plumbing 2002) ........................................................................ 73
Table 3.2 Rules of Thumb Electricity Demand (Action Energy 2000, BSRIA 2003,
Institute of Plumbing 2002) ......................................................................... 73
Table 3.3 Rules of Thumb Space Heating Demand (BSRIA 2003) .......................... 73
Table 3.4 Occupancy and number of bedroom ranges ................................................ 84
Table 3.5 Number of questionnaires completed for each building type ..................... 84
Table 3.6 Appliance hot water flow rates and usage [* data from Grant 2002] ........ 87
Table 4.1 Building Energy Load Profile Data Sources ............................................... 97
Table 4.2 Building energy load profile units .............................................................. 98
Table 4.3 Space heating and electricity load factors (Elexon 2006) ........................ 100
Table 4.4 Comparison of Options ............................................................................. 112
Table 4.5 January demand vs supply for CHP .......................................................... 113
Table 4.6 Hourly PV simulations for a typical July day ........................................... 119
Table 4.7 Example Costs of emissions savings for CHP and PV ............................. 122
Table 4.8 Hourly solar thermal system simulation for a typical July day................. 126
Table 4.9 Pump power estimates (Viessmann 2007) ............................................... 128
Table 4.10 Installed solar thermal costs (Faber Mausell 2003, EST 2006) ............. 132
Table 5.1 CHP sizing simulation output list ............................................................ 151
Table 5.2 Extract of optimisation table of ST with CHP ......................................... 171
xiii
Table 5.3 Extract of PV size optimisation table ....................................................... 180
Table 5.4 Summary of outputs ................................................................................. 197
xiv
Nomenclature
Asc Collector area (m2)
Af Floor area (m2)
CCcurrent Current capital cost (£)
CCHP Combined cooling heat and power
CCL Climate Change Levy
CCNPV NPV capital cost (£)
CCNPVreplacement NPV replacement cost (£)
CHP Combined heat and power
CNPVtotal Total NPV cost (£)
CO2 Carbon dioxide
cp specific heat capacity (J/gK)
DCcurrent Current disposal cost (£)
DCF Discounted cash flow
DCNPV NPV Disposal cost (£)
De Electricity demand (kWh)
Dep Pump electricity consumption (kWh)
Dg Gas demand (kWh)
Dh Heat demand (kWh),
DH,p Peak heat demand (kW)
DR Discount rate (%)
ECboiler Boiler system energy cost (p/kWh)
ECEGrid Electricity grid energy cost (p/kWh)
ECO2 CO2 Emissions (kg CO2)
ECsystem System energy cost (p/kWh)
EETS European Emissions Trading Scheme
EFe Electricity emission factor (kg CO2/kWh)
EFg Gas emission factor (kg CO2/kWh)
EGrid National electricity grid
EPBD European Energy Performance of Buildings Directive
ESC System cost per emissions saved (£/kg CO2 saved)
xv
F Factor related to the effectiveness of the heat transfer from the
collector plate to the heat removal fluid
f monthly factor to take into account the varying demand throughout
the year
fE CO2 emissions factor (kgCO2/kWh)
FCcurrent Current annual fuel cost (£)
FCNPV NPV Fuel cost (£)
FI Annual fuel input (kWh)
H Number of operating hours (hours)
Is Incident solar radiation normal to the collector (kWh/m2)
kW Kilowatt
kWh Kilowatt hour
kWth Kilowatt thermal
l litres
(1- L) efficiency of the power conditioner, transformer, interconnection (%)
m2 square meters
MCcurrent Current annual maintenance cost (£)
MCNPV NPV Maintenance cost (£)
n Project lifetime (years)
NPV Net present value
O Output (kWh)
OA Annual output (kWh)
OL Lifetime output (kWh)
ONPV NPV output (kWh)
Pp Pump power rating (kW)
PV Photovoltaics
Q Useful heat collected per unit area (W/m2)
QE Energy (J)
Qsc Collector output rating (kWh)
RET Renewable energy technologies
ROC Renewables Obligation Certificate
RoT Rules of thumb
Sb Boiler size (kW)
SPV PV size (m2)
xvi
ST Solar thermal system
Ta Ambient temperature (°C)
Tm Average collector temperature (°C)
U Heat loss coefficient (W/m2K)
VBA Visual Basic for Application
WD Weekday
WE Weekend day
ΔT Temperature difference (K)
ηb Gross boiler efficiency (%)
ηPV Efficiency of the PV cells (%)
ηsc Collector efficiency (%)
(τα) Transmittance-absorptance product
1
Chapter 1:
Introduction
The use of renewable energy technologies and CHP in the built environment is
becoming increasingly more important. However the initial design of renewable
energy (RE) and CHP systems tends to be more complicated and time consuming
than the design of traditional energy systems. As opposed to “conventional” fossil
fuelled energy systems, the sizing of renewable energy and CHP systems energy
requires building energy load profiles, which however are not easily predicted.
The main objectives of this study are:
- To develop a computer tool to enable suitable combinations of renewable
energy technologies and combined heat and power (CHP) systems to be
selected for a building. The tool optimises the integration of the combined
technologies for the supply of electricity, space heating and hot water to
different building types and helps in the selection of the more appropriate
technologies. The Monte Carlo Method (MCM) is used to take into account
the uncertainty of load profiles in the computer tool to give most probable
sizes and costs of different technology combinations.
- To conduct a survey to collect domestic hot water demand profiles for
residential buildings.
2
Chapter 2 describes the background and literature review to this PhD study. CHP and
solar thermal and PV technologies are discussed, along with their sizing procedures
and the relevant policies for CHP and RETs. Analysis tools and the decision making
process in selecting appropriate technologies are also reviewed in this chapter. The
review shows that there is not a tool currently available that selects suitable
combinations of CHP and RETs for a project, taking into account the uncertainty of
building energy load profiles using the MCM.
Chapters 3 discusses the importance of building energy load profiles for the sizing of
RETs and CHP technologies; and the Monte Carlo Method is presented as a method
to take into account the uncertainties of load profiles. Load profile data was collected
to form a database to be used in the computer tool and a hot water demand survey
was carried out to collect profile data for residential buildings.
Chapter 4 describes the methodology and the outline of the tool developed in this
PhD study. The tool is being programmed using Visual Basic for Applications in
Excel. Excel was selected, because it is widely available for designers and used with
most Windows based applications.
Chapter 5: The developed computer tool is tested by carrying out a sample
calculation and using the tool to simulate a number of possible scenarios of CHP/
RET integration for an example mixed office and residential use building. The results
from this example are analysed and the tool‟s advantages and limitations are
discussed.
Chapter 6 presents the conclusions of the study and recommendations for further
work.
3
Chapter 2:
Literature Review
2.1 BACKGROUND
“The nature and pattern of our built environment both shapes and is shaped by
energy issues” (RICS Foundation 2004)
Buildings have energy demands in the form of electrical power, heat, and cooling.
Traditionally, these are provided separately by the national electricity grid, boilers
and air-conditioning systems respectively which are predominantly fuelled by fossil
fuels. Fossil fuels constitute the main part of the UK primary energy supply and their
overall consumption has increased over the years as shown in Figure 2.1. It can also
be seen that there is a marked decrease in the use of coal and an increase of energy
produced by natural gas and oil over this same period as a result of the UK
government‟s policy on climate change and pollution control.
The increasing demand for fossil fuels worldwide not only has the effect of releasing
CO2 and other emissions in large quantities, which result in environmental pollution
and global warming, but also accelerates the depletion rate of these resources (IPCC
2001). There is a strong consensus among energy producers and researchers that
fossil fuel supplies could be peaking, with the likelihood of a shortage of supplies in
the near future (Salameh 2003). This has been demonstrated recently by a substantial
4
increase in the prices of oil and gas with negative effect on the world economy (see
Figure 2.2).
-
20.0
40.0
60.0
80.0
100.0
120.0
1970
1975
1980
1985
1990
1995
2000
2005
year
mil
lio
n t
on
nes o
f o
il e
qu
ivale
nt
Coal Petroleum Natural gas
Nuclear electricity Hydro electricity Net electricity imports
Renewables & waste
Figure 2.1 UK Final Energy Consumption, by Fuel, 1970 to 2005 (BERR 2007)
0
0.02
0.04
0.06
0.08
0.1
0.12
0.14
1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007
year
Eu
ro/k
Wh
electricity gas
Figure 2.2 UK energy prices (Eurostat 2007)
5
Alternative energy sources will therefore need to be developed to satisfy future
energy demand. Renewable energy sources could be exploited directly by converting
solar radiation or water power into electrical power or indirectly through the use of
hydrogen as fuel. Figure 2.3 summarises some of the different energy sources
available.
Energy sources
Renewable Non-renewable
Solar (Radiant) Gravity Nuclear
Direct Indirect
Natural Converter
Biomass Atmosphere
Wind-wave-river
Tidal Geothermal
ChemicalNuclear
Uranium Fossil Fuels
Coal
Oil
Natural gas
Hydrogen
Figure 2.3 Energy Sources [adapted from Chapman (1989)]
Although the cost of generating power from renewables is currently higher than
generating power from fossil fuels (see Figure 2.4), the increase in fossil fuels cost
could play a major incentive in the push to developing more sustainable processes
and technologies. However, government policies and mechanisms encouraged by
agreements such as the Kyoto Protocol (UNFCCC 1997) are the key to achieving this
transition.
Figure 2.5 shows that domestic buildings are the second biggest energy users in the
UK after the transport sector, with 29% and 37% respectively. The need to reduce
6
CO2 emissions from buildings is therefore essential if the UK is to meet its target
outlined in its Energy White Paper to reduce CO2 emissions by 60% below the 1990
level of 584 million tonnes by the year 2050 (DTI 2003, Office for National Statistics
2007).
Typical costs for electricity generation
0
5
10
15
20
25
30
Solar Wave Nuclear Biomass Wind Coal Gas
US
cen
ts/k
Wh
Figure 2.4 Typical costs for electricity generation (Gross et. al. 2003)
Figure 2.5 UK Use of Fuels in 2006 (BERR 2007)
The reduction of CO2 emissions of buildings can be achieved by using energy
efficient appliances, management of energy demand side, and introducing higher
building regulation standards such as air tightness, level of thermal insulation, on-site
renewable energy generation, etc...(Chwieduk 2003).
7
The efficient use of fossil fuels and renewable energy systems should be a prime
concern in the supply of energy to buildings. The UK produced the largest amount of
energy in Europe after Norway in 2005 which is a result of oil exploration from the
North Sea (Figure 2.6). It can also be seen from Figure 2.6 that the share of
renewables remains relatively small in most countries of the European Union (EU). energy production
0
50
100
150
200
250
Belg
ium
Bulg
aria
Czech R
epublic
Denm
ark
Germ
any
Esto
nia
Irela
nd
Gre
ece
Spain
Fra
nce
Italy
Cypru
s
Latv
ia
Lithuania
Luxem
bourg
Hungary
Neth
erlands
Austr
ia
Pola
nd
Port
ugal
Rom
ania
Slo
venia
Slo
vakia
Fin
land
Sw
eden
United K
ingdom
Cro
atia
Turk
ey
Norw
ay
mil
lio
n t
on
nes o
il e
qu
ivale
nt
other
renewables
Figure 2.6 European primary energy production in 2005 (Eurostat 2007)
Figure 2.7 shows that not all the energy consumed was also produced in the same
country. With the exception of Norway all other EU countries are net importers of
energy, mainly oil and gas.
Figure 2.8 shows that there is a substantial effort being made to generate power from
renewables in all EU countries. Although the UK is one of the largest energy
producers and consumers in the EU, its share of energy production from renewable
8
sources was one of the lowest. Germany, France and Sweden have the highest
proportion of energy produced from renewable sources. Figure 2.8 also suggests that
most of the renewable energy produced in each country tends to be used nationally. Energy production and consumption
0
50
100
150
200
250
300
350
400
Belg
ium
Bulg
aria
Czech R
epublic
Denm
ark
Germ
any
Esto
nia
Irela
nd
Gre
ece
Spain
Fra
nce
Italy
Cypru
s
Latv
ia
Lithuania
Luxem
bourg
Hungary
Neth
erlands
Austr
ia
Pola
nd
Port
ugal
Rom
ania
Slo
venia
Slo
vakia
Fin
land
Sw
eden
United K
ingdom
Cro
atia
Turk
ey
Norw
ay
mil
lio
n t
on
nes o
il e
qu
ivale
nt
production
consumption
Figure 2.7 European energy production and consumption in 2005 (Eurostat
2007)
Sims et. al. (2003) compared the carbon emissions and mitigation costs from
electricity generation and showed that there were alternative ways of generating
electricity cost-effectively combined with carbon emission reduction. The
comparison was made between standard gas or coal fired power stations and more
efficient power generation from fossil fuels, the use of renewable energy or nuclear
power and the capture and disposal of CO2. Figure 2.9 shows the average cost of
carbon reduction ($/t Carbon avoided) of some of these technologies. However the
choice of technologies in terms of cost savings and carbon emission reductions is site
9
and application specific. Sims et. al. (2003) stated that through the application of
some of these technologies the global energy sector has the potential to reduce
carbon emissions by 8.7-18.7% by 2020 compared to 27 136 Mt of CO2 emissions in
2003 (IEA 2007).
Renewable Energy production and consumption
0
5
10
15
20
Belg
ium
Bulg
aria
Czech R
epublic
Denm
ark
Germ
any
Esto
nia
Irela
nd
Gre
ece
Spain
Fra
nce
Italy
Cypru
s
Latv
ia
Lithuania
Luxem
bourg
Hungary
Neth
erlands
Austr
ia
Pola
nd
Port
ugal
Rom
ania
Slo
venia
Slo
vakia
Fin
land
Sw
eden
United K
ingdom
Cro
atia
Turk
ey
Norw
ay
mil
lio
n t
on
nes o
il e
qu
ivale
nt
production
consumption
Figure 2.8 European renewable energy production and consumption in 2005
(Eurostat 2007)
Sims (2004) considers how placing a value on carbon emissions could help the
adoption of renewable energy technologies to reduce the effect of climate change.
External costs (the associated cost to the environment and health) are not usually
taken into account when comparing the costs of energy systems. However if taxes
are enforced to take into account external costs, renewable energy technologies are
likely to become economically more viable.
10
0
500
1000
1500
2000
2500
Coal (P
F +
fgd +
CO
2
captu
re)
Gas (
CC
GT
+ C
O2
captu
re)
Ura
niu
m
(Nucle
ar)
Wate
r
(Hydro
)
Win
d
Bio
fuel
(Bio
mass
IGC
C)
Sola
r (P
V
and s
ola
r
therm
al)
Energy source
$/t
C a
vo
ided
Figure 2.9 Cost of carbon reduction of mitigation technologies in the power
generation sector compared to gas-fired power stations (Sims et. al. 2003)
Given that a large proportion of energy consumption is in buildings, Figure 2.10
shows methods of integration of energy technologies in buildings, either direct as
stand alone systems, through community grids or via the national grid.
Integrated into buildings, renewable energy and combined heat and power (CHP)
technologies could be used to reduce the CO2 emissions of buildings. Watson (2004)
discusses that payback periods for micro-generation are usually too long for most energy
companies. However, payback periods could be more acceptable to consumers having to
replace their existing energy technology, such as replacing a faulty boiler with a micro-
CHP system for example. This research work focuses on the direct integration of
renewables and CHP with buildings with any surplus electricity production being
exported to the national electricity grid. However large scale electricity export to the
national electricity grid results in a variety of issues that require careful
consideration.
11
Figure 2.10 Integrating Energy Technologies with Buildings
Renewables and CHP can make a contribution to the security of electricity supply by
diversifying the electricity mix (DTI 2007). Wu et. al. (2004) investigated the impact
of CHP and renewables on the UK transmission network, distribution network,
central generating system and regulatory policy. The conclusion was that the UK
national electricity grid could accommodate the Government‟s targets of 10%
renewables and 10GWe CHP by 2010. However in order to achieve this,
modifications to the distribution grid and to the regulatory framework would be
required.
Currently, large “central power stations” feed directly into the national high voltage
grid. In the case of smaller systems, electricity system operators need to consider
intermittency, decentralisation of generation, and remoteness of some generation
options associated with renewables. Most renewable generation is intermittent and
relatively unpredictable. As more renewable energy is utilised intermittency becomes
more of an issue. Additional storage and upgrading of transmission lines would be
CHP Renewable Energy Technologies (Solar thermal, geothermal, solar PV, wind,…)
Biofuels Nuclear Fossil Fuels Hydrogen
National Electricity Grid
Community Grid
Boiler
Renewables
Renewable
Non-renewable
Building
12
required as renewables generation increases. However, others have undertaken
studies to investigate various options that could be applied to enable the smooth
integration and increased uptake of renewables and CHP into the national energy
supply system (Wu et. al. 2004).
Decentralised energy systems are usually in close proximity to the demand,
supplying power directly to local distribution networks and therefore requiring
careful management of local networks. Decentralised energy systems require a strong
local grid and centralised energy systems require a strong national (transmission)
grid. Since national transmission grids are of higher voltages than local grids, the use
of decentralised energy systems could therefore avoid large losses associated with
transmission grids (Lund et. al. 2000) as well as avoiding reinforcements of the
existing national transmission grid.
Abu-Sharkh et. al. (2005) investigated the viability of microgrids consisting of
Micro-CHP and PV in the UK. They concluded such microgrids could avoid the
need to replace coal and nuclear power stations and reduce the demand on the
transmission and distribution network by being independent of the national
electricity grid. This conclusion was also reported by Voorspools et al (2002) who
investigated small CHP for residential applications. They concluded that careful
planning of such systems can reduce the need to expand the national electricity grid.
This PhD study considers the application of building integrated CHP and renewable
energy systems. The immediate proximity of the energy source to the energy demand
avoids transmission losses and the on site use of energy avoids major reinforcements
of the national grid. However, decentralised micro energy systems such as micro-
CHP and renewables could result in increased variations of the national grid load
13
profile which might as previously discussed, result in a need to upgrade existing
transmission lines. This could compromise overall carbon savings if not integrated in
national energy policies (Peacock et. al. 2006).
2.2 UK AND EU POLICIES
2.2.1 Policies on Renewables
Christiansen (2002) showed the important link between public policies and the
development of new and renewable energy systems. EREC (2004) considered how
different policies can lead to the consideration of different renewable energy
scenarios. Both studies showed that a minimal employment of renewable energy was
mainly the result of weak demand-side policies, changes in public priorities and low
electricity prices.
Goldemberg et. al. (2004) examined how adequate policies can be used to encourage
the introduction of renewables, taking Brazil as a case study. Cosmi et. al. (2003)
advised the use of suitable price mechanisms, regulatory instruments and informative
campaigns to promote technology innovation and a larger use of renewable energy.
Meyer (2003) argued that in European countries at present, free trade is emphasised
and this hinders the long term planning of sustainable energy development.
Morthorst (2003) investigated national environmental targets and international
emission reduction instruments for the introduction of renewable energy. He
concluded that a closely coordinated combination of an international tradable permit
market and a green certificate market could achieve national greenhouse gas
reduction targets. Options to support the development of renewable energy include:
14
public funding for R&D and dissemination programmes, public procurement, direct
state subsidy, fiscal incentives, and statutory obligations on electricity suppliers
(Gross et. al. 2003).
Kwant (2003) investigated the policies and instruments in The Netherlands, and
concluded that renewable energy trading in a European market requires European
harmonisation of energy policies. The European Directive on the promotion of
electricity produced from renewable energy sources in the internal electricity market
(EC 2001) was developed as a basis for creating such a Community framework. The
Commission‟s overall target is 22% of electricity from renewables by 2010. Under
this directive each country is required to commit to an individual target for renewable
energy. The UK‟s target is 10% of electricity from renewables by 2010. In
conjunction with the target, guarantees of origin are issued to ensure the electricity is
generated from eligible renewable energy sources. In the UK the 2003 Electricity
Regulations have implemented the renewable energy guarantees of origin (REGOs)
that are issued by Ofgem (electricity and gas markets regulators in the UK).
The UK government Energy White Paper (DTI (2007) outlines a long term energy
strategy for the UK. Four objectives are outlined:
i) A target of 60% CO2 reduction by 2050 from 1990 figures, with real progress
by 2020
ii) Maintaining energy supplies reliability
iii) Promoting competitive markets and improving productivity
iv) Ensuring every home is adequately and affordably heated.
15
Programmes and mechanisms introduced in the UK, in conjunction with EU
programmes for funding the development of low carbon energy technologies,
include: direct government expenditure (such as R&D grants), legislative
requirements for energy supply companies, allowances against mainstream taxation
(such as enhanced capital allowances), and measures associated with the UK climate
change levy (including the Emissions Trading Scheme). DTI (2004) reports the
current UK renewables policy as consisting of the following four elements:
i) The Renewables Obligation binds all electricity suppliers in the UK to supply
a specific proportion of electricity produced by renewable sources. The aim is
to increase this proportion to 10% by 2010 and to 15% by 2015.
ii) Exemption from the Climate Change Levy (CCL) for electricity produced
from renewables.
iii) Expansion of the support programmes for new and renewable energy
including capital grants and an expanded R&D programme.
iv) Initiation of a regional strategic approach to planning and targets for
renewables development.
Under the EU Climate Change Agreements the European Council agreed binding
targets of 20% renewable energies in overall EU consumption and 20% reduction of
greenhouse gas emissions by 2020 (DTI 2007). There has been an increase in the use
of renewables in the UK (see Section 2.4), however the 10% target outlined in the
Renewables Obligation has yet to be achieved (Figure 2.11). The Renewables
Obligation can be met by suppliers by acquiring Renewable Obligation Certificates
(ROCs), paying a buy out price of £34.30 per MWh (DTI 2007), or a combination of
both.
16
Figure 2.11 UK electricity mix in 2006 (DTI 2007)
The CCL is a tax on the use of non-renewable energy in industry, commerce and the
public sector. Renewable energy is therefore exempt from this tax.
The UK government launched its Microgeneration Strategy in 2006 to encourage
microgeneration and make it a realistic option for households, communities and
small businesses. The Strategy includes planning procedures adapted to encourage
microgeneration, an accreditation scheme for installers and products and the Low
Carbon Buildings Programme which provides grants for microgeneration
technologies (IEA 2007). Total funding for new and renewable energy from 2002 to
2008 is £500 million. Grants for research and development are given under the
Technology Programme and BERR‟s Grant for Research and Development to help
businesses and individuals develop technologically innovative products and
processes. This includes funding for new and renewable energy. Capital grants are
available to fund demonstration projects to help reduce their costs and risks. The
Capital Grants Scheme includes the Low Carbon Buildings Programme which
provides grants for micro-generation technologies (BERR 2007).
17
Regional renewable energy targets are being set according to the regions‟ renewable
energy potential and are to be reflected in the regional planning policies. The
„Merton Rule‟ sets a target of the use of onsite renewable energy to reduce annual
CO2 emissions for all new major developments by 10% and was first implemented in
the London Borough of Merton (Merton Rule 2008). Other local authorities have
followed and/or are expected to follow Merton‟s lead.
Anderson et. al. (2003), however, points out a lack of clarification of targets and
mechanisms for implementing the UK government‟s strategies and a lack of
sufficient detail on which policies would achieve the targets set in the 2003
Government White Paper. Other points noted were that the time-frame for change
was limited, the impact of economic growth on energy consumption was not
examined, and improvements in energy-efficiency and renewables uptake would not
necessarily lead to reductions in energy demands and use of fossil fuels. Also, the
national statistics of energy consumption, on which the Energy White Paper is based,
did not account for emissions associated with imported goods, and there is a need for
regulations to be set that require all sectors to achieve absolute emissions reductions.
Anderson et. al. (2003) also suggested that other issues in the White Paper were open
for discussion and therefore inhibit the momentum of change. For example, although
the White Paper announced a tightening of building regulations, this does not include
energy efficiency improvements on existing building stock, which account for a large
amount of emissions.
Wordsworth et. al. (2003) carried out an analysis on the UK government energy-
efficiency programmes and concluded that although most programmes were cost
effective, supply side measures were reliant on future cost reduction of technologies.
18
However, the study also reported that as most programmes had not been in place for
long it was therefore too early to fully assess their effectiveness.
Shackley (2007) outlined other policies that could encourage the use of renewable
and CHP in the UK. As well as the government policies outlined above they included
the EU Emissions Trading Scheme, a target for installation of 10GWe CHP capacity
by 2010, the Energy Efficiency Commitment, the Carbon Abatement Technologies
Strategy, and increased RD&D into low- and zero-carbon technologies.
2.2.2 Policies on CHP
The European Directive 2004/8/EC (EC 2004) and the UK governments Carbon
Emission Reduction Target 2008-11 aim to promote and develop Good Quality CHP
in the European internal energy market, taking into account national climatic and
economic circumstances. Member states are advised to support and encourage CHP
along with other energy saving measures. Cogeneration units should be developed to
match economically justifiable demands for useful heat output and barriers to the
increase of cogeneration should be reduced. The EU Cogeneration Directive that
came into force in 2004 aims to ensure grid access to small generators, and the
removal of barriers to co-generation. The UK government developed their strategy
for CHP (DEFRA 2004) and in 2000, a target of 10,000MWe of CHP capacity by
2010 was announced which was reaffirmed in the UK government Energy White
Paper. The government‟s support for CHP includes fiscal incentives, grant support,
and regulatory framework (DEFRA 2004). However, no clear policy instrument or
mechanism was put in place to achieve the target (Shackley 2007) and in 2006 total
CHP capacity was still at 5,549 MWe (BERR 2007).
19
Current UK Government incentives for Good Quality CHP are: Climate Change
Levy Exemption, Enhanced Capital Allowances, reduction or exemption from
Business Rating charges, and VAT reductions for domestic CHP. Langdon (2004)
points out that regulatory policies that could increase the use of CHP include: CHP
evaluation studies to be submitted with building planning applications, enforcement
of the European Energy Performance of Buildings Directive (EPBD), and enforcing
the European Emissions Trading Scheme (EETS). Evaluation studies are already
required to be submitted along with planning applications by some local authority
planning departments. Building regulations encourage low carbon technologies such
as CHP. Under the EPBD, CHP systems and decentralised energy supply systems
need to be considered for new buildings and refurbishments with floor areas in
excess of 1000m2. The EETS is intended to reduce carbon emissions from EU
industry. This should encourage the use of CHP in industry and benefits could be
passed down to customers, as decentralised systems become more viable.
2.3 COMBINED HEAT AND POWER (CHP)
“Combined Heat and Power (CHP), also known as cogeneration, is the name
applied to processes which from a single stream of fuel simultaneously generate heat
and power.” (CIBSE 1999)
Haworth et. al. (2004) described the history of CHP and stated that the technology
has been proven for some time. However, continual low electricity prices have
hindered its widespread adoption. As electricity prices increase, CHP will become
more financially viable.
20
CHP can offer environmental improvements, power supply security, and higher
efficiencies of 70-90% compared to conventional energy systems that usually have
delivered energy efficiencies of 30-45% when producing electricity (Figure 2.12).
Higher efficiencies result in reduced overall primary energy consumption and carbon
emissions (Hargreaves 2004).
Figure 2.12 Energy flow diagram – CHP vs conventional system (Carbon Trust
2004)
Jacket water cooling and engine cooling systems can recover approximately 50% of
the energy content of the fuel in CHP systems. This results in an overall system
efficiency of 70-80%. Using a condensing heat exchanger, a further 10% can be
recovered from the exhaust gases and therefore increase efficiencies to around 90%
(Langdon 2004).
Martens (1998) discusses that CHP efficiencies, especially thermal efficiencies are
influenced by the application of the system and in some applications separate heat
and power production can have a higher overall efficiency than a CHP system. For
example, electricity production by combined cycle plants (efficiency > 50%) and
21
heat production by high efficiency boilers (efficiency > 90%) could lead to higher
overall efficiencies than some CHP installations.
2.3.1 CHP technologies
The range of CHP that is available is shown in Figure 2.13. Hargreaves (2004)
describes the different CHP technologies.
Figure 2.13 CHP range
Traditional prime movers of CHP units are reciprocating engines or gas turbines.
Small-scale CHP usually are packaged units with a spark ignition reciprocating
engine driving a synchronous electric generator.
Large scale CHP are usually gas turbines that run on either gas or light oil. The
rotation of the turbine drives the generator. High exhaust temperatures make this type
of CHP especially applicable for high grade heat supply.
Micro CHP
(up to 5 kWe)
Small scale CHP
(below 2 MWe)
Large scale CHP
(above 2 MWe)
•community heating
schemes
•large sites
comprising
of several buildings
•Large Reciprocating
Engines
•Large Gas Turbines
•hospitals
•hotels
•leisure centres
•universities
•residential buildings.
•Spark Ignition
Engines
•Micro-Turbines
•Small Scale Gas
Turbines
•small groups of
•dwellings
•small commercial
buildings
•individual domestic
buildings
•Fuel Cells (Solid
Oxide)
•Fuel Cells (Proton
Exchange Membrane)
•Internal Combustion
Engines
•Stirling Engines5
CHP types
Application
areas
22
Packaged Stirling engine micro-CHP units, such as the Microgen unit now
commercially available in the UK, are an alternative to reciprocating engine CHP
and are more suited to domestic applications. EST (2001) claim that micro-CHP can
achieve energy savings of 30% in a domestic application and that installed micro-
CHP capacity could be of 15-20 GW in the UK.
In the UK, fuel cells for CHP are currently at the demonstration stage. However
these systems are showing considerable potential, since they have higher electrical
efficiencies, reduced CO2 emissions and they operate without combustion (Langdon
2004). An example of research in this area is a co-generation system with direct
internal reforming-molten carbonate fuel cell for residential use developed by
Sugiura et. al. (2002).
2.3.2 CHP fuels
Natural gas is the most common fuel used for CHP in the UK (Figure 2.14).
However, renewable energy sources and other fuel sources, such as biomass and
hydrogen, are much “cleaner” forms of energy to power CHP systems.
“Biofuels” such as wood burned for heating were the first fuels used by mankind.
They are still the most commonly used form of renewable energy in the world
(Figure 2.18) and can also be used to power CHP systems.
Biomass powered CHP is a well established technology in countries such as Finland,
Denmark and Sweden (OPET 2004). In the UK, a tree cuttings fuelled biomass CHP
plant is installed at „BedZED‟, a zero emissions mixed-housing development in
Beddington (Van der Horst 2005).
23
CHP fuel use
0.00
20.00
40.00
60.00
80.00
100.00
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
2006
year
TW
h
Coal Fuel oil Natural gas Renewable fuels Other fuels
Figure 2.14 CHP use of Fuels in the UK (BERR 2007)
Arbon (2002) discussed that the replacement of fossil fuels with biomass is to be
encouraged and the UK is focussing on biomass as one of the areas for intensive
R&D studies in the near future. Van der Horst (2005) however argues that the
biomass energy sector has not been supported to its fullest potential in the UK.
Hydrogen is considered an „energy carrier‟ and could be used to store renewable
energy (Boyle 2004). Hydrogen can also be used in fuel cell CHP systems that
convert chemical energy into electrical energy with no emissions associated with it
(Sugiura 2002).
Elam et. al. (2003) described the International Energy Agency‟s efforts to advance
hydrogen energy technologies, with a vision of hydrogen playing a key role in all
sectors of the economy. Winter (2003) discussed this build-up of the hydrogen-based
energy market in the industrial North Rhine-Wesfalen region of Germany, where in
24
2003, 13 stationary fuel cells were in place. These were supported by their 3-year
fuel cell programme 2001-03, which aimed at developing hydrogen production,
storage, transport, and utilisation technologies.
Wallmark et al (2003) investigated the application of a stand-alone PEFC for
buildings in Sweden. However, they concluded that the fuel cell system is not
currently economically viable. Mc Ilveen-Wright et al (2003) came to a similar
conclusion in their investigation of wood-fired fuel cell applications in a hospital, a
leisure centre, a multi-residential community and a university hall of residence. They
concluded that expectant capital costs would not make the systems viable for general
use. However they could be more cost effective in rural applications where transport
cost for other fuels are high and there is no electricity grid.
2.3.3 CHP Sizing
CHP is not applicable to all situations and its suitability to a project needs to be
checked. For example, Boait et. al. (2006) concluded that micro-CHP in residential
applications is generally best suited to dwellings with higher heating loads such as a
large detached house. Hawkes at al (2005) investigated the application of a solid
oxide fuel cell CHP system for different UK dwelling sizes and also concluded that
the system would be viable for large dwellings only. The applicability of CHP
systems however is dependant on occupancy patterns and behaviours and can
therefore vary from building to building.
A CHP system should operate for at least 5000 hours per year to be economically
viable (Carbon Trust 2004) and is therefore not appropriate for every application. If
this condition is met, the CHP system can be sized to match the electricity and/or
25
heat demands. For building applications, CHP usually replaces a boiler system and
would therefore be sized on the base heat demand of the building, as this is generally
the limiting factor (BRECSU 1996), with the electricity grid supplying any
additional electricity to the building.
BRECSU (1997) outlined a simple financial appraisal tool, in the form of a
spreadsheet, for potential CHP applications. It determines the suitability of a CHP
system by calculating the payback period of the system using readily available
information on energy use, fuel costs and operating conditions. A better method
would be the discounted cash flow (DCF) method of financial appraisal to determine
the net present value (NPV) of the project (Northcott 2002).
Optimum sizing and operation strategies are important to achieve maximum
economic and environmental merits of the CHP system (Beihong et. al. 2006).
Different methods are used to size CHP, some of which are described below.
Voorspools (2006) compared different CHP sizing strategies. The usual sizing
method, maximising the output of a cogeneration unit for a given heat demand
profile is compared to the options of 1- reduced-scale sizing: using a smaller CHP
unit with higher usage and 2- partial-heat-usage sizing: using the same size CHP unit
with increased usage (i.e. not using part of the heat). They found that both the
reduced-scale sizing and the partial-heat-usage sizing methods could result in higher
fuel and emission savings.
Hawkes (2007) investigates “heat-led”, “electricity-led” and “least-cost” operating
strategies for Stirling engine, gas engine and solid oxide fuel cell micro-CHP
technologies. It was shown that the commonly used heat-led strategy may not always
26
provide the minimum cost to meet the energy demand. The fuel cell system achieved
minimum operating cost and minimum CO2 emissions when following the least-cost
operating strategy. For the Stirling and the gas engines, minimum CO2 emissions did
not coincide with least-cost, but where achieved with the heat-led operating strategy.
The least-cost operating strategy is dependant on electricity buy-back prices. As buy-
back prices increase, electricity-led operating strategies will become less important,
as surplus electricity can be viably exported to the grid.
Utilisation time can be increased by using some of the heat from the CHP to power
an absorption refrigeration system providing cooling for example for the
refrigeration cabinets in a supermarket (Maidment et. al. 2002).
Seasonal storage can also increase the utilisation efficiency of a CHP system, by
storing heat or coolth during periods of low utilisation for use during peak-demand
periods. Tanaka et. al. (2000) simulated a district heating and cooling system with
seasonal water thermal storage and found that when heating and cooling demands
were well balanced the energy performance of the overall system was improved.
Maidment et. al. (2000) described the viability of CHP in a typical cold storage
application and presented a number of CHP configurations. They concluded that by
using the heat produced from the CHP for absorption chillers to provide cooling to
the chill store, the utilisation period was maximised. This made CHP economically
attractive with a potential payback of around 4.5 years.
Cardona et. al. (2003) described a methodology for sizing trigeneration plants in
hotels. Two management philosophies were compared in the paper: the thermal
demand management and the primary energy saving management. The latter being
the preferred method in the paper. This method achieves maximum energy savings
27
during the life cycle of the plant using a criterion based on previously obtained
consumption data. The optimum size of the plant was found for the highest energetic
and environmental benefits. However, this analysis did not include an economic
assessment, which is often the main deciding factor for projects.
Silveira et. al. (2003) presented a thermo-economic analysis of cogeneration plants.
This methodology analyses and improves the design of CHP, aiming for a minimum
exergetic production cost.
Dentice d‟Accadia et. al. (2003) carried out an analysis of a micro CHP system when
used with household appliances and determined the optimum operation mode to
match the user‟s electricity and thermal demands. The heat output is used fully in
order to optimise the micro-CHP system and maximise the efficiency of the CHP
system. Therefore the CHP was not only linked to the appliances, but also supplied
heat to warm the ambient air or heat the domestic hot water.
One of the main deciding factors when sizing CHP is the economic viability of the
system. Langdon (2004) summarises the variables determining the capital and
operating costs of a CHP system:
i) CHP should operate for at least 5000 hours per year to be economic (Carbon
Trust 2004).
ii) Energy demand profiles determine the size of the CHP unit and therefore the
expected energy savings and associated cost savings can be determined.
iii) Using the CHP for part or all of the standby capacity can reduce capital costs.
iv) Government incentives and regulations can also affect the cost of the CHP
system.
28
v) The fuel import/export and maintenance costs will affect the operating costs
of the system.
vi) Potential costs of the requirement for a new or larger gas or electricity
infrastructure should not be underestimated and could make a CHP system
uneconomical.
vii) Additional potential costs associated with additional plant space and exhaust
flue for the system and the cost of integrating the system with any existing
heating and electrical systems should also be taken into account.
The Net Present Value (see section 4.3) is often used for the economic aspect of CHP
optimisation (Kalina et. al. 2004) and takes into account the time value of money.
CHP is not only selected for projects for financial reasons. But the increased
efficiency of CHP compared to “conventional” energy systems can also mean that
CHP is selected for environmental reasons. CHP can therefore also be sized to have
the lowest emissions associated with it.
In the computer tool developed in this study, CHP is sized in terms of both costs and
emissions to achieve the lowest cost of emission savings in £/kg CO2 saved. When
sizing CHP, as is the case with other renewables, it is important to know when the
energy will be required ie. building energy load profiles are considered. However, as
discussed in chapter 3, these are sometimes difficult to predict. The tool developed in
this study takes into account the uncertainty of load profiles in the sizing procedure
of technologies.
Other tools that are available to size CHP systems are summarised in section 2.5.
29
CHP rarely covers the total heat and electricity demand in which case other
technologies are required to cover the peak loads. Traditionally, back-up boilers
would be used to meet the difference in heat demand and the national electricity grid
would supply the additional electrical power required. However, the use of
renewable energy technologies would be a better option for reducing emissions and
fossil fuel demand. The tool developed in this research investigates this option.
2.3.4 Current status of CHP in the UK
In the UK, CHP capacity has increased over the years (Figure 2.15) with the majority
of installations being small/medium scale (Figure 2.16). However Figure 2.17 shows
that there is a large potential for the increased use of micro-CHP systems especially
in domestic buildings in the UK. Burer et. al. (2003) argued that advanced integrated
energy solutions such as CHP could be economically and environmentally viable in
the near future, especially with high electricity prices. Their adoption however would
depend on the technology, the way the technology is used and the tariffs for
exporting electricity (Newborough 2004). As well as having the potential to achieve
energy, emissions and cost savings for domestic users, micro-CHP can reduce the
load placed on the national electricity grid and Newborough (2004) states the
importance of micro-CHP application in the UK being integrated with national
energy policy.
Section 2.2 discussed the aspects of the policies and regulations that aim to
encourage the adoption of CHP in the UK. Policies and regulations making CHP
attractive for industrial businesses have led to an increase in the output of large scale
CHP (Figure 2.15). King (2004), however, argued the need for increasing current
30
efforts in adopting CHP and for the UK to catch up with other leading European
countries such as Denmark.
CHP capacity
0.000
1.000
2.000
3.000
4.000
5.000
1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006
year
GW
e
Less than 100 kWe 100 kWe to 999 kWe
1 MWe to 9.9 MWe 10.0 MWe and above
Figure 2.15 CHP capacity in the UK (BERR 2007)
Number of CHP installations
0
200
400
600
800
1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006
year
Nu
mb
er
of
insta
llati
on
s
Less than 100 kWe 100 kWe to 999 kWe
1 MWe to 9.9 MWe 10.0 MWe and above
Figure 2.16 Number of CHP installations in the UK (BERR 2007)
31
Domestic heat demand vs CHP output
0
100
200
300
400
500
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
year
TW
h
Domestic heat demand CHP heat output
Figure 2.17 UK heat demand vs total UK CHP output (BERR 2007)
2.3.6 Application examples of CHP
Some CHP case studies installed in the UK are listed in table 2.1.
“Conventional” CHP is not often combined with renewables. However fuel cells are
and can use hydrogen produced by renewables to produce energy when needed.
Hedstroem et. al. (2004) and Sigma Elektroteknik (2001) described a solar-
hydrogen-biogas-fuel cell system installed in GlashusEtt in Stockholm, Sweden. The
system consisted of a fuel cell system, PV array, electrolyser, hydrogen storage, and
a separate control system. The proton exchange membrane fuel cell system had a
maximum rated electrical output of 4 kWe and a maximum thermal output of 6.5
kWth. The evaluation showed that the system can work on both biogas and hydrogen
(produced by electrolysis of water) and efficiencies were reported to be close to the
rated efficiencies of the components.
32
Table 2.1 CHP case studies (Carbon Trust 2004, Van der Horst 2005)
Case Study Year of
installation
CHP size
(kWe)
CHP type
„BedZed‟, Beddington 2002 130 Biomass CHP, spark ignition
York University, York 1995 1030 Reciprocating engine
Queens Medical Centre,
Nottingham
1998 4900 Gas turbine
Southbury Leisure centre,
Enfield
2002 80 Micro turbine
Woking Park, Woking 2001 200 Fuel cell
Coventry University, Coventry 1994 2 x 300 Reciprocating engines
Freeman Hospital, Newcastle
upon Tyne
1997 2 x 1350 Spark ignition engines
Southampton City Council 1998 5700
Northampton General
Hospital, Northampton
1995, 1997,
2001
220 + 450
85
Reciprocating engines
Micro-turbine
Elizabeth House, Rochester 2002 2 x 5 Reciprocating engines
Arnold Leisure Centre,
Gelding
1992 75 Reciprocating engine
2.4 RENEWABLE ENERGY
Renewable energy can be defined as follows:
“Energy flows derived from natural forces that are continuously at work in the
earth’s environment, and which are not depleted by being used. “ (Energy
Efficiency Best Practice in Housing 2004)
Figure 2.18 shows the trend in use of different renewable energy sources since 1996.
Apart from biofuels, the contribution from renewable energy has not changed
33
appreciably. This is due to large scale hydro schemes not being very popular with the
public, as they have an impact on its environment (Boyle 2004), wave energy use has
not been explored fully yet, and wind energy technology, although being well
established, has not been widely used in the UK as public opposition makes its
application difficult. The use of biofuels however has dramatically increased since
1996 and Figure 2.19 shows that biofuel is currently the most widely used source of
renewable energy in the UK both for the production of electricity and heat as seen in
Figure 2.20. This large increase of biofuel use in electricity production is due to the
increased use of landfill gas and municipal solid waste, which are classified as
biofuels. Geothermal and solar energy have a high potential to be used on building
applications to provide heat and electricity to buildings.
Use of renewables
-
1.0
2.0
3.0
4.0
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
2006
year
mil
lio
n t
on
nes o
f o
il e
qu
ivale
nt
Solar heating and photovoltaics Onshore and offshore wind
Hydro Biofuels
Geothermal aquifers
Figure 2.18 Renewable sources used to generate electricity and heat in the UK
(BERR 2007)
34
Biofuels
82.01%
Solar
0.83%
Geothermal
0.02%
Wind
8.20%
Hydro
8.94%
Figure 2.19 Use of renewable sources in 2006 in the UK (BERR 2007)
0
1
2
3
4
5
Electricty Heat
Mto
e
Geothermal
Biofuels
Hydro
Solar
Wind
Figure 2.20 Use of renewables to generate electricity and heat in 2006 in the UK
(BERR 2007)
There is a high potential for the production of energy from renewables across the
World. According to EREC (2004) renewables could supply almost 50% of the total
energy demand in the World by 2040 (Figure 2.21), however Table 2.2 shows that
current use of renewable energy compared to its potential is slim (Table 2.2).
The barriers to the development of renewable energy technologies need to be
addressed for their widespread adoption. Duffin (2000) states that supportive policies
are essential for the success of renewable energy technologies. Cost is also a barrier
35
to most renewable energy technologies (see Figure 2.4). However, this barrier can
also be overcome by the implementation of adequate policies. Policies related to
renewable energy in the UK are described in section 2.2.1.
0%
10%
20%
30%
40%
50%
60%
2001 2010 2020 2030 2040
year
% o
f re
new
ab
le e
nerg
y
Figure 2.21 Prediction of renewable energy contribution to the World energy
supply (EREC 2004)
Table 2.2: Global renewable energy resources and output of installed
renewables (Gross et. al. 2003)
Resource Scale of technical potential
(useful energy output)
(TWh/year)
Output of installed renewables
(TWh/year)
Direct solar 12,000 - 40,000 1.2
Wind 20,000 - 40,000 50
Tidal >3500 -
Geothermal 4,000 - 40,000 44
Biomass 8,000 – 25,000 185
The Energy Efficiency Best Practice in Housing (2004) advises on renewable energy
technologies when designing or refurbishing urban housing, and highlights the
importance of the consideration of energy efficiency before considering the
36
installation of energy systems. It is also important to consider the indirect emissions
associated with the production and transportation of the renewable technologies as
shown in Table 2.3.
Table 2.3: Environmental impact of renewable energy technologies (Ackermann
et. al. 2002)
Technology Energy
pay back
time in
months
SO2
(kg/GWh)
NOx
(kg/GWh)
CO2
(t/GWh)
CO2 and
CO2
equiv. for
methane
(t/GWh)
Coal fired (pit)
Nuclear
Gas
Hydro:
Large hydro
Microhydro
Smallhydro
Wind turbines:
4.5m/s
5.5m/s
6.5m/s
PV:
Monocrystalline
Multicrystalline
Amorphous
Geothermal
Tidal
1.0- 1.1
N.A.
0.4
5 – 6
9 – 11
8 – 9
6 – 20
4 – 13
2 – 8
72 – 93
58 – 74
51 – 66
N.A.
N.A.
630 – 1370
N.A.
45 – 140
18 – 21
38 – 46
24 – 29
18 – 32
13 – 20
10 – 16
230 – 295
260 – 330
135 – 175
N.A.
N.A.
630 – 1560
N.A.
650 – 810
34 – 40
71 – 86
46 – 56
26 – 43
18 – 27
14 – 22
270 – 340
250 – 310
160 – 200
N.A.
N.A
830 – 920
N.A.
370 – 420
7 – 8
16 – 20
10 – 12
19 – 34
13 – 22
10 – 17
200 – 260
190 – 250
170 – 220
N.A.
N.A.
1240
28 – 54
450
5
N.A.
2
N.A.
N.A.
11
N.A.
228
N.A.
50 – 70
2
This study concentrates on solar thermal and PV, combined with CHP technologies
as solar thermal and PV technologies are commonly integrated into buildings.
Ground source heat pump (GSHP) and wind technologies, although they are also
well suited to building integration, are not currently included in the computer
37
modelling tool however could be included in further research. The tool will not
incorporate hydro, wave, river, or tidal energy technologies as these are not
commonly integrated into buildings and the integration of these resources with
buildings are highly dependant on the location.
2.4.1 Solar thermal energy
Boyle (2004) describes different ways in which solar radiation in the form of heat
can be colleted and used in buildings:
Building orientation: designing a building with a large south facing façade could
allow for passive solar heating and natural lighting.
Active solar thermal collectors: a solar collector is used to harvest incident solar
radiation. The low temperature heat collected is usually used for hot water
heating. This is the method considered in this section.
Centralised power stations using concentrating solar technologies: these are large
scale power generation schemes in the order of MW power ratings and usually
function according to the Rankine cycle whereby a steam turbine is used to
convert high pressure working fluid vapour into shaft power. This option is not
integrated with buildings and is therefore not considered in this research.
a) Building design
The use of passive solar heating in buildings can be optimised by insulating the
building to reduce heat losses, installing an efficient heating system, orientating the
building south facing, avoiding over shading and having “thermally massive” walls.
38
b) Solar radiation
The sun radiates energy from its high temperature surface (approximately 6000°C).
Radiation reaching the earth surface consists of direct and diffuse radiation (Boyle
2004). Figure 2.23 shows the mean direct and diffuse irradiation on a horizontal
surface in the London area. In the UK, the total irradiation consists of about 50%
direct and 50% diffuse irradiation (Boyle 2004) and the total radiation varies
throughout the year, being the highest in June and lowest in December (Figure 2.22).
A south-facing surface receives the most radiation in the northern hemisphere
(CIBSE 2006). The optimum tilt of the surface depends on the time of year most
energy is required. Best performance of a collector in spring and autumn is achieved
with a tilt equal to the latitude of the location. Optimum tilt in the summer requires a
more horizontal tilt and in winter a more vertical tilt is better. The optimum tilt for
year round radiation in London is 30° (Boyle 2004). However, a collector orientation
between south-east and south-west is acceptable for most solar heating applications,
which makes solar hot water applications suitable to most buildings (Boyle 2004).
0
1
2
3
4
5
6
January
Febru
ary
Marc
h
April
May
June
July
August
Septe
mber
Octo
ber
Novem
ber
Decem
ber
kW
h/m
2
Diffuse
Direct
Figure 2.22 Mean solar irradiation on a horizontal surface – London area
(CIBSE 2006)
39
Using a solar system for space heating in the UK is not usually viable as most of the
solar radiation is available during the summer, when space heating is not required,
and during the winter when the space heating demand is greatest, the solar radiation
available is lowest (Figure 2.22). A solar collector system could however be used for
cooling in building applications. Florides et al (2002) reviews different solar and low
energy cooling techniques for buildings. Thermal energy storage such as
underground heat stores and aquifer stores can also be used to increase solar energy
utilisation throughout the year (IEA 2002).
Theoretical efficiencies of solar thermal systems do not always correspond to their
actual efficiencies and it is therefore important to gain more insight into installed
systems. Solar water heating installations have been analysed and monitored to gain
information on their performance and problems encountered (ETSU 2001, Lloyd
2001). ETSU (2001) monitored four systems in different sites to gain information on
hot water usage, delivery temperature, useful energy delivered and the proportion of
the demand satisfied by the system, which could be useful for future studies.
c) Rooftop solar water heater
The rooftop solar water heater is the most common form of solar collector. This
system can be a pumped system or a thermosyphon system.
In northern Europe, where freezing usually occurs in winter, pumped systems are
usually used. A pumped system consists of a collector panel (which consists of three
layers: glazing, absorber plate and insulation), a storage tank, and a pumped
circulation system (containing anti-freeze in cold climates). In the UK this type of
40
system for a typical dwelling with 3-5m2 of collectors would typically supply 40-
50% of hot water requirements (Boyle 2004).
A thermosyphon system is a simpler installation not requiring a pump. Natural
convection of the hot water rising from the collector carries heat to the storage tank
situated above the collector. This system is not suited for climates where frost occurs
as the hot water tank is usually situated outdoors.
Different types of solar thermal collectors available on the market are: collectors
without glass cover (usually used for swimming pool applications), flat plate
collectors with glass cover, and vacuum tube absorber tubes (Boyle 2004).
Concentrating collectors are another form of collectors (Kalogirou 2004). Collectors
can be stationary or sun-tracking. In this study collectors for building applications are
considered. These are usually stationary flat plate and vacuum tube collectors as
described below. Kalogirou (2004) and SEA (2004) describe these two collector
types:
i) Flat plate collectors
Flat plate solar collectors consist of an absorber, a transparent cover and insulation in
a frame. The absorber plate absorbs the solar heat and transfers it to the transport
medium in tubes. Flat plate collectors are the most used collector type and are mainly
used for hot water production. They are less expensive (£2000 - £3000 for a typical
domestic installation (EST 2005)) however also less efficient compared to evacuated
tube collectors.
41
ii) Evacuated tube collectors
There are two main types of evacuated tubes:
The full flow evacuated tubes work in a similar way to flat plate collectors. They
have an absorbing plate with tubes where a fluid absorbs the heat. However with
evacuated tube collectors, all this is encased in a vacuum tube and several tubes
connected to a manifold form a collector.
The heat pipe evacuated tube collectors consist of a heat pipe inside an evacuated
tube. The vacuum reduces convection and conduction losses making evacuated tubes
able to operate at higher temperatures than flat plate collectors. The heat pipe is a
sealed copper pipe containing a fluid that undergoes an evaporating-condensing
cycle: Solar heat evaporates the liquid and the vapour travels to the heat pipe
condenser situated in the manifold where the fluid condenses transferring heat to the
fluid in the manifold, the fluid returns back to the heat pipe and the process is
repeated. Several tubes are connected to the manifold to make up a solar collector.
Evacuated tube collectors work efficiently with low radiation and with high absorber
temperatures and higher temperatures may also be obtained. The heat pipe in
evacuated tube collectors also protects the collector from overheating or freezing.
Costs for a typical evacuated tube domestic installation are £3500 - £5000 (EST
2005).
Solar thermal systems can be direct or indirect systems. In direct systems the water is
directly heated by the collectors i.e. the water to be heated passes through the
collector panels. In indirect systems a heat exchanger is used to transfer the heat from
the collector circuit to the water in the storage tank. This type of system is especially
42
used in climates where freezing occurs as anti-freeze can be used in the collector
circuit to avoid the water from freezing. Figure 2.23 shows a diagram of an indirect
system. The hot water storage tank in a solar thermal system has two heating coils
one for the solar system and one for the auxiliary system (usually a boiler or an
electric heater). In order for the solar system to be used primarily, the coil for the
solar system is usually situated at the bottom of the tank (the colder part). The pump
is controlled by the controller which is linked to sensors on the collectors and storage
tank. (SEA 2004)
A solar thermal system can either be a pressurised circuit or a drain-back circuit. A
pressurised system is a closed loop circuit with anti-freeze and requires an expansion
vessel for temperature variations. A drain-back system is drained when the pump
isn‟t working (for example when the temperature is below freezing) and therefore
requires a tank inside the building for the water to drain into.
Figure 2.23 Indirect water heating system (Kalogirou 2004)
DT
STORAGE TANK
OUTDOOR
INDOOR
COLLECTORS
PUMP
COLD WATER
HOT WATER
AUX HEATER
43
d) Solar thermal collector sizing
Design and sizing of solar thermal collectors are often achieved using Hottel-
Whillier-Bliss equation. The equation expresses the useful heat collected, Q, per unit
area, in terms of two operating variables, the incident solar radiation normal to the
collector plate, Is, and the temperature difference between the mean temperature of
the heat removal fluid in the collector, Tm, and the surrounding air temperature, Ta.“
(McVeigh 1977). This is given as:
Q = F{(τα)Is – U(Tm - Ta)} Equation 2.1
where, F is a factor related to the effectiveness of the heat transfer from the
collector plate to the heat removal fluid, (τα) is the transmittance-absorptance
product and U is the heat loss coefficient (W/m2K).
The useful energy output of a solar collector can be expressed as follows (Duffie
1991):
Qsc = Asc × I s × ηsc Equation 2.2
where, Asc is the total Collector area, Is is the incident solar radiation normal to the
collector and ηsc is the collector efficiency.
Therefore, using equation 2.1 and 2.2 a solar thermal collector instantaneous
efficiency can be given by (Duffie 1991):
ηsc = F (τα) - FU(Tm - Ta) / I s Equation 2.3
Atmaca (2003) quotes typical values of F(τα) = 0.75 and FU = 6.5 for double-glazed
flat plate collectors, and F(τα) = 0.7 and FU = 3.3 for evacuated tube collectors. A
44
more detailed calculation of solar collector sizing is given in Chapter 4 as part of the
computer modelling tool developed for this research.
Sizing of the components of solar thermal systems is complex and includes
predictable components such as collector performance characteristics, and
unpredictable components such as weather data. Simulation and modelling software
packages are used for a detailed investigation and sizing of solar thermal systems
(Kalogirou 2004). Many simulation methods have been developed over the years.
The f-chart correlation method is one of the simple methods. It is a method to
estimate the fraction of energy that will be supplied by solar energy for a given solar
heating system (Beckman et al 1977). Other simulation packages such as SOLCOST
(Win 1980), TRYNSYS (University of Wisconsin 1990), WATSUN (University of
Waterloo 1994), Polysun (Polysun 2000), EUROSOL (Lund 1995) and RETscreen
(RETscreen International 2004) are more detailed simulation methods. See Section
2.5 for more computer tools.
Although simulations can be valuable methods of investigating solar thermal
systems, not all aspects affecting the performance of the systems can be considered
and modelled. Mistakes can also easily be made in the process as a high skill level is
required to make the correct judgements and produce accurate results. The tool
developed in this study uses a basic sizing procedure not requiring many input
parameters. It might not deliver a detailed simulation, however the sizing does not
require “expert” knowledge of solar thermal systems in order to operate the tool.
45
e) Hot water storage tank sizing
Matrawy et al (1996) developed a graphical method for the optimisation of solar
thermal water heating systems. The optimum collector and storage sizes were found
for a given solar fraction. Bojić et al (2002) concluded from their solar thermal
system simulation that systems with larger storage volumes yielded higher solar
fractions. However an economical analysis should be carried out in addition to find
the optimum storage volume for a system. In the tool developed in this study, the hot
water storage volume is assumed to be 1/3 of the daily hot water demand, as for a hot
water storage for a typical boiler system (Institute of Plumbing and Heating
Engineering 2002).
Lund (2005) investigated the sizing of solar thermal combi-systems (supplying both
hot water and space heating) with short-term heat storage. Over-sizing a solar
thermal system to provide some space heating proved to be advantageous for less
efficient buildings, where there was a space heating demand in some of the summer
months. However for newer, more efficient buildings, this sizing strategy leads to a
negative economic outcome. Sizing the solar thermal system to supply some space
heating is therefore not economically advantageous in all cases. In the tool the solar
thermal system is sized only to supply hot water and does not consider the heating
demand in the sizing procedure.zx
f) Current status of solar thermal energy
As part of the EU target of 20% renewable energy by 2020, solar thermal
technologies are encouraged (ESTIF 2007). The country with the largest share of the
solar thermal market in the EU is Germany with 50% (Figure 2.24). However,
46
although solar energy is currently not used extensively in the UK (Figure 2.20), and
the UK has one of the smallest amounts of collectors in operation (Figure 2.25), the
UK has had the highest market growth in 2005/2006 with 93% (Figure 2.26) and is
now in 8th
place in the EU solar thermal market (ESTIF 2007).
Germany
50%
UK 2%
Spain 6%
Cyprus 2%
Austria 10%
Greece 8%
France 7%
Italy 6%
Switzerland 2% Others
7%
Figure 2.24 Shares of the European solar thermal market (ESTIF 2007)
0
1
2
3
4
5
6
Belg
ium
Denm
ark
Germ
any
Gre
ece
Spain
Fra
nce
Irela
nd
Italy
Neth
erlands
Austr
ia
Port
ugal
Fin
land
Sw
eden
UK
To
tal
ST
syste
ms i
n o
pera
tio
n (
GW
th)
Figure 2.25 Total solar thermal collectors in operation in 2006 (ESTIF 2007)
47
-40
-20
0
20
40
60
80
100
ST
mark
et
gro
wth
(%
)
Figure 2.26 Solar thermal system market growth 2005/2006 (ESTIF 2007)
Per capita statistics are a good indicator of the strength of the solar thermal market in
a country. Austria for example had the largest advance in the solar thermal market
with 25.2 kWth per capita: twice that of Germany and about 6 times the European
average in 2006. Cyprus had the largest amount of solar thermal capacity per capita
in operation in 2006 with 530 kWth per capita, Austria and Greece came second and
third with 225 and 208 kWth per capita respectively in 2006 (the European average
was 27 kWth per capita) (ESTIF 2007).
g) Application examples of solar thermal systems
The Energy Saving Trust publishes some case studies of solar hot water systems for
buildings (EST 2008). Many solar thermal collectors are integrated in residential
buildings and in certain countries are installed in most residential buildings as the
primary technology supplying the hot water to the building. Other application
0
1
2
3
4
5
6
Belg
ium
Denm
ark
Germ
any
Gre
ece
Spain
Fra
nce
Irela
nd
Italy
Neth
erlands
Austr
ia
Port
ugal
Fin
land
Sw
eden
UK
To
tal
ST
syste
ms i
n o
pera
tio
n (
GW
th)
48
examples are communal buildings and swimming pool applications. Some UK case
studies are listed in Table 2.4.
Table 2.4: Solar thermal collector case studies [(1) ESD 2005, (2) TV Energy
2008, (3) Faber Maunsell 2003, (4) European Commission 2008, (5) EST 2003]
Case Study Year ST application ST type Other
technologies
Westlea Housing
Association, Calne,
Wiltshire, and Swindon (1)
Domestic hot
water
Flat plate
Brill School,
Buckinghamshire (2)
2003 Swimming pool Evacuated
tube
Wind turbine,
PV system
SOHA Housing,
Oxfordshire (2)
2004 Domestic hot
water
Flat plate PV system,
GSHP
Family home,
Buckinghamshire (2)
2003 Domestic hot
water
Flat plate PV system
Warden INTEGER Home,
Berkshire (2)
2001 Domestic hot
water
Flat plate -
Birch Court, Sheltered
elderly housing, Oxfordshire
(2)
2003 Community hot
water & heating
Flat plate -
Integer Greenfields,
Maidenhead (3)
1998 Domestic hot
water
Flat plate PV system
Hyde Housing Association,
Greenwich (3)
1998 Domestic hot
water
Flat plate -
Phoenix House, Leicester
City Council (3)
1997 Commercial
building hot water
Evacuated
tube
-
Josiah Wedgwood & Sons
visitor centre (3)
Hot water for
washrooms and
café
Flat plate -
William J. Clinton Peace
Centre, Northern Ireland (4)
Hot water to
Conference
centre, Youth
hostel, Art
gallery, Café
Evacuated
tube
PV system
The Fishing Village,
Chatham Maritime, Kent (5)
2003 Domestic hot
water
Evacuated
tube
49
2.4.2 Photovoltaics
A definition of Photovoltaics is: “the conversion of solar energy directly into
electricity in a solid-state device” (Boyle 2004). Photovoltaic cells (PV) consist of
semi-conducting material, usually silicon, adapted to release electrons, which form
the basis of electricity. Boyle (2004) describes the process in more detail.
Table 2.5 lists the main PV technologies available. Other innovative PV technologies
include Multi-junction PV cells, Concentrating PV systems, Silicon spheres,
Photoelectrochemical cells, and “Third generation” PV cells. Green (2000) describes
the different photovoltaic technologies.
PV systems have no moving parts therefore lengthening their lifespan, have lower
maintenance requirements, and do not generate noise pollution or polluting
emissions. However PV production is an energy intensive process and PV
technology remains expensive compared to other renewable energy technologies
(Table 2.3). The cost of PV is around $6 per peak Watt, which is 6-10 times the cost
of grid electricity (Gross et. al. 2003).
PV systems can be grid connected, grid support, off-grid, or hybrid systems (EPIA
2001). Grid connected systems can export excess power and import additional
power. A system with grid support is connected to the grid and has battery electricity
storage, which is ideal in areas with unreliable grid supply. An off-grid PV system is
only connected to a battery and is ideal for remote power supply. A hybrid system is
a system that can be combined with another power source to ensure constant power
supply. This system can be grid connected, grid support, or off-grid. Other more
50
efficient methods for electricity storage are being researched, such as storing energy
in the form of hydrogen to be used by fuel cells (Dell 2001).
Table 2.5: PV technology (Boyle 2004, EPIA et. al. 2001)
Material Diagram Typical
efficiencies
(%)
Advantages Disadvantages
CRYSTALLINE PV
Monocrystalline
silicon
12-15 High efficiency Labour
intensive
Expensive
Polycrystalline
silicon
11-14 Easier to
produce
Less efficient
THIN FILM PV
Amorphous
silicon
5-7 Cheaper to
produce than
crystalline cells
Less energy
intensive to
produce
Thinner and can
be deposited on
a variety of
materials
Less efficient
than crystalline
cells
Other materials suitable for thin film PV are Copper indium diselenide (CIS),
Copper indium gallium diselenide (CIGS), and Cadmium telluride (CdTe).
Building integrated PV (BIPV), such as PV roof tiles and façade cladding, can
significantly reduce the cost of PV, as the cost can be offset from the alternative
cladding cost. Mott Green Wall (2002) investigated the economic potential of BIPV
and concluded that BIPV could make a considerable contribution towards UK
renewables targets.
51
a) Sizing PV systems
DTI (1999) published a design guide for PV in buildings which outlines some points
to consider when sizing a PV system:
i) The more energy that can be used on site the better, as exporting electricity to
the grid currently is not economically interesting in the UK.
ii) The PV system is usually sized to contribute towards the total electricity load,
but usually doesn‟t supply the total annual load.
iii) Available area for the collectors
iv) Budget
CIBSE (2000) gives some rough rules of thumb outputs of different PV systems for
the UK:
Monocrystalline or polycrystalline array: 90-110 kWh/m2 per year
Amorphous thin film array: 30-70 kWh/m2 per year
Roof-mounted, grid connected system: 700 kWh/kWp installed per year
As for the solar thermal system sizing, the PV output can also be estimated using
solar irradiation data, which is available from many sources. The solar radiation data
used in the tool is from the European Commission Directorate General Joint
Research Centre, PVGIS irradiance database (European Commission Directorate
General Joint Research Centre 2007). Losses are assumed to be 25% (CIBSE 2000).
Polycrystalline PV with a collector efficiency of 14% (CIBSE 2000) is being used in
the tool as it is currently the most commonly used type of PV (IEA 2003). Roberts
(1992) however outlines the limitations with many sizing procedures being the
difficulty of accurately predicting the weather data and electricity loads.
52
Sizing procedures for PV systems with battery investigate the relationship between
the sizes of the array and the battery to achieve a certain reliability of supply and
usually make use of sizing curves (Markvart 2006). Roberts (1992) outlines a sizing
procedure for small systems with battery storage. In this tool however it is assumed
that the PV system is grid-connected and any surplus electricity generated at any one
time is exported to the grid and any deficit is imported from the grid.
Equation 2.4 is the equation used to size the PV array in the computer tool.
PVs
ePV
LI
DS
)1( Equation 2.4 (CIBSE 2000)
where, SPV is the PV required area (m2), De is the electricity demand (kW), Is is the
incident solar radiation (kW/m2), ηPV is the efficiency of the PV cells, and (1- L) is
the efficiency of the power conditioner (inverter, controller), transformer and
interconnection.
In many cases the worst month in terms of solar radiation is used when sizing PV
systems, this however does not result in the optimum in terms of techno-economics
(Celik 2003). Celik (2003) suggests a method where another energy form is
introduced instead of increasing the sizes of the renewable energy technologies and
considers yearly radiation data. This method results in techno-economically more
optimum systems. As in the method, Celik (2003) uses, in the tool developed in this
study, yearly solar radiation data is used and an auxiliary energy source, in this case
CHP and/or the national electricity grid, is included in the system design. The
technologies are then sized to find the optimum system in terms of cost and
emissions (see Chapter 4 for the tool description).
53
As for the ST sizing, there are tools available for sizing PV optimally that simulate
the system in more detail. RETScreen (RETScreen International 2004) is one of such
tools and can analyse both grid connected and battery systems.
Ulleberg et. al. (1997) simulated the performance of a stand-alone solar-hydrogen
power system in Trondheim, Norway. The transient simulation program TRNSYS
was used for the simulation study. The conclusion was that such a system in
Trondheim would need to be quite large compared to similar systems, such as the
SSSH in Freiburg, because of low insolations in Trondheim and large loads assumed.
This illustrates the importance of reducing loads before designing the system.
b) Current status of PV in the UK
Although the manufacture of PV has remained small and costs high compared to
other renewable energy technologies, the use of PV has steadily increased in the
World since 1993 (Figure 2.27). This trend of increased use of PV has also been
reflected in the UK (Figure 2.28). There is a large resource of solar energy (Table
2.2) and innovations, improvements in efficiency, and increased production, should
reduce costs of the modules (Gross et. al. 2003). There therefore is a large potential
for PV in the UK and the World. However, the UK is still lagging behind other
European countries, such as Germany (Figure 2.29). Germany‟s domination in the
European PV market is mainly due to the Feed-in Law introduced in 1999, making
PV systems economically more viable (Jaeger-Waldau 2007).
In the UK, investment grants, subsidies for demonstration projects and 5% reduction
in VAT for professional installations of PV systems are available (Hacker 2005). A
10 year Major PV Demonstration Programme was launched in 2002, providing
54
capital grants for the installation of domestic and non-domestic PV systems in the
public and private sectors (Jaeger-Waldau 2003). This however was replaced by the
Low Carbon Buildings Programme which provides grants for microgeneration
technologies, including PV (IEA 2007).
0
200
400
600
800
1000
1200
1400
1600
1993
1994
1995
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
2006
year
MW
Figure 2.27 Installed PV power in the IEA PVPS reporting countries (IEA 2007)
0
2
4
6
8
10
12
14
16
1992
1993
1994
1995
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
2006
year
MW
Figure 2.28 UK installed PV power (IEA 2007)
55
0
500
1000
1500
2000
2500
3000
Austr
ia
Sw
itzerland
Denm
ark
Germ
any
Spain
Fra
nce
UK
Italy
Neth
erlands
Norw
ay
Port
ugal
Sw
eden
MW
Figure 2.29 European installed PV power by country in 2006 (IEA 2007)
Export tariffs for domestic customers vary between suppliers and usually range
between 6p/kWh and 8p/kWh. However a tariff of 3.5-4.5 p/kWh for total generation
is also offered by suppliers (IEA 2007). There however is no Feed-in Law in the UK
which has proven successful in Germany. Adequate policies encouraging the use of
PV in the UK would increase the market and therefore further reduce the cost of the
modules (Gross et.al. 2003).
c) Application examples of PV
PV systems can be used for homes, non-domestic buildings, large scale power plants,
and satellites. Currently the most common application is in urban residential rooftop
systems (Green 2000). Some application examples of PV in the UK are listed in
Table 2.5. Other case studies of PV projects are listed on the British Photovoltaic
Association website (British Photovoltaic Association 2004).
56
Table 2.6 UK Building Integrated PV case studies [(1) European Commission
2008, (2) IEA 2008, (3) EST 2003]
Case Study Application Rated
Power
(kWp)
Year
installed
Other
technologies
Shortenills Environmental
Education Centre,
Buckinghamshire (1)
Shelter 4.6 2001 -
Skegness Grammar
School (1)
School
demonstration
project
2.5 1999 Wind turbine
Reading International
Solidarity Centre (1)
Demonstration
project
0.43 2002 -
Greenfields Development,
Maidenhead (1)
15 social
housing
properties
20 2002 -
Haily Village Hall,
Oxfordshire (1)
Village Hall 0.9 2002 -
Dyfi Valley Community
Renewable Energy Project
(1)
5 individual
schemes (incl.
Eco Park,
Schools)
3 x 1.4 kW
at Eco Park,
2 x 0.69 kW
at schools
2002 Hydro, wind,
solar thermal,
wood heat and
GSHP
Bronllys Hospital, Powys,
Wales (1)
Hospital 60.62 2005 -
William J. Clinton Peace
Centre, Northern Ireland
(1)
Conference
centre, Youth
hostel, Art
gallery, Café
2.4 ST hot water
BedZed, London (1) Charging
electric cars
108 2002 ST, CHP
Solar Office Doxford
International (2)
Offices 73 1998 -
Jubilee Campus,
Nottingham University (2)
University 53.3 1999 -
Llety Llanelli Foyer,
Llanelli (3)
Social housing 28.6 2003 -
Eco House, Penrhos,
Gwent (3)
House 2.1 2003 Wind turbine
57
Brogren et. al. (2003) presented a case study of integrated PV in buildings in
Hammarby Sjöstad, an ecological Olympic village. Interviews with representatives
from all involved, such as designers, contractors, and future residents were
conducted and the systems were analysed and simulated. Obstacles to the integration
of PV in buildings were identified as cost and lack of knowledge. It was also noted
that the choice of PV technology was often based on aesthetics and a wish to appear
environmentally friendly, rather than on optimal system performance.
2.4.3 Integration of PV and ST with CHP
The literature shows that in practice there is a distinct lack of combined
“conventional” CHP and renewable energy technologies. Fuel cells, a form of CHP,
however, are often combined with other renewable energy technologies used for the
production of hydrogen.
The reasons for this trend could be:
i) “Conventional” CHP is an established technology and is not usually
considered as a renewable energy technology.
ii) Although CHP is more energy efficient than other energy technologies, as
discussed in section 3.4, CHP is mostly powered by natural gas, a fossil fuel,
and therefore not a renewable source of energy.
iii) Fuel cell is a more recent technology, which has received a large amount of
funding for its development and has consequently become quite popular for
potential use as a renewable energy technology. Policies encourage the use of
hydrogen, which is seen as having a large potential for future use.
58
iv) “Conventional” CHP is usually selected for economic reasons, rather than
environmental. For projects where environmentally “friendly” solutions are
specified, and where the expense is less important, other renewable energy
technologies would rather be selected.
v) Using biomass to power the CHP system is another renewable solution and
can be adopted easily, since biomass fuel is well established. However most
biomass boilers currently are not CHP.
2.5 ANALYSIS TOOLS AND THE DECISION MAKING PROCESS
The tool developed in this research study is aimed to aid designers in the decision-
making process when selecting appropriate CHP and renewable energy technologies
to supply energy to a building or group of buildings. A wide range of factors affect
the choice of technology combinations.
2.5.1 Decision making process
There are many different parties that should be considered in the decision-making
process. Figure 2.30 shows the different parties involved, with the first party to
consider being the inhabitants (in the middle of the diagram). The building
inhabitants are probably the most affected by any decisions made and their views
should ideally not be ignored. However the building project participants are usually
the ones making the decisions, consulting other parties such as the public
administration.
59
Inhabitants
Alanne, K., Saari, A., Sustainable small-scale CHP technologies for buildings: the basis for multi-perspective decision
making, Elsevier Ltd., 2003.
Building management
Building project participants
Interveners
Public administration
Society
Balance of nature
Interest groups in decision-
making
Figure 2.30 Interest groups in decision-making (Alanne 2003)
Storage/ export/ import
Combination of
RETs and CHP
Building typeResources/ fuel
Climate weather
Site orientation
Security of supply
ReliabilityCost (Capital, operational,
maintenance, WLC, NPV)
Maintenance
Environmental impact
(carbon savings…)
Efficiency
Social acceptability
Space requirements
Adaptability
Energy balance
Loads
Suitable passive
technologies
Storage/ export/ import
Combination of
RETs and CHP
Building typeResources/ fuel
Climate weather
Site orientation
Security of supply
ReliabilityCost (Capital, operational,
maintenance, WLC, NPV)
Maintenance
Environmental impact
(carbon savings…)
Efficiency
Social acceptability
Space requirements
Adaptability
Energy balance
Loads
Suitable passive
technologies
Figure 2.31 Factors to consider when choosing appropriate technologies
The choice of technologies will depend on several factors (Figure 2.31), amongst
these are site dependant factors such as the climate and the resources available, the
building type and associated loads, achieving a balance between energy demand,
supply, and costs. These are included in the tool developed in this study. However
other factors which are currently not included, such as social acceptance of
renewables for example, can be a hindrance to the use of renewables. Faiers et. al.
60
(2006) and Iniyan et. al. (2001) investigated social acceptance of renewables. These
and other factors need to be considered when selecting renewable energy and CHP
technologies for buildings. Initial ideas about the selection process are summarised in
Figure 2.32.
Figure 2.32 Initial ideas about selecting renewables and CHP for buildings
Huang et. al. (1995) describes the decision analysis process outlined in Figure 2.33
and summarises different decision analysis techniques. These include decision
making under uncertainty, multiple criteria decision making, and decision support
systems.
Figure 2.33 Schematic of the decision analysis process (Huang et. al. 1995)
CASE STUDIES
CHP Systems
Buildings
Renewable Energy Technologies
APPLICATIONS: HEAT, POWER, COOLING?
PASSIVE TECHNOLOGIES TO
REDUCE LOADS FUEL
SIZES
SITE
DIFFERENT RENEWABLE
SOURCES
CLIMATE
CURRENT STATUS OF TECHNOLOGY, DEVELOPMENT &
CURRENT RESEARCH
TYPES
TYPES / FUNCTION
LOAD PROFILES (BALANCE)
SURPLUS? IMPORT / EXPORT
ADDITIONAL LOADS? BASE LOADS?
SUITABLE? SUITABLE?
Formulate Evaluate Appraise Act? Action
Real
decision
problem
Revise
61
Kaul et. al. (2004) outlined decision parameters for shifting towards alternative fuels
from renewable resources. Assets and liabilities of renewable energy technologies
and fossil fuels were compared in terms of cost, environmental impact, and social
effects, all of which looked favourable for renewable energy. However the main
barrier to the uptake of renewable energy technologies was identified to be political
and industrial interests in continuing to use fossil-fuels.
Reneke et. al. (2002) mention that decision-makers often make decisions based on
their experience and intuition. It is therefore difficult in some cases to model the
whole decision-making process in decision-making tools. However certain factors in
the decision-making process can be modelled to aid decision-makers in the form of
analysis tools.
Rogers (2001) reviews decision-making techniques for engineering projects. The
computer tool uses the economics-based project appraisal techniques which include
net present value (NPV) and internal rate of return (IRR) evaluations described by
Northcott (2002), combined with other appraisal factors such as emissions and
environmental impact. Other factors can be taken into account by the user of the tool,
who makes the final decision in the process.
Certain factors affecting the selection of energy systems for buildings can be
predicted more or less accurately. However others such as building energy load
profiles are difficult to predict as they are dependant on climate and occupancy
behaviour. This uncertainty is usually not taken into account when selecting energy
systems for buildings. With “conventional” energy systems (i.e. boilers and national
electricity grid) hourly building energy load profiles are not usually required to size
the energy systems. They are however important for the sizing of CHP and
62
renewable energy systems for buildings. See Chapter 3 for building energy load
profiles.
2.5.2 Analysis tools
Different analysis programs have varying levels of accuracy and are intended to be
used at different stages in the design process. However, even the most sophisticated
building analysis tools cannot always predict precisely. A building‟s construction
quality and occupancy schedules are some of the factors that could vary dramatically
from building to building.
The tool developed in this project determines building energy loads and load profiles
and then finds the optimum sizes for the technologies for different technology
combinations. (See chapter 4 for a more detailed description of the tool.) Different
tools are available that carry out several of these stages.
Jebaraj et. al. (2004) review different energy models available. These include energy
planning models, energy supply-demand models, forecasting models, optimisation
models, and emission reduction models. Paradis (2004) gave a basic description of
some energy analysis tools available and their applications for different stages in the
design process.
a) Load prediction
The selection of appropriate technologies for a building is highly dependant on the
loads of the building. Accurate load predictions are therefore important. Many load
prediction/calculation tools are available, such as Hevacomp or Cymap. Load
63
profiles however are more difficult to predict, as discussed in Chapter 3, and not
many tools are capable of doing this.
Energy-10 PV simulates the hourly electrical load of the building to obtain realistic
load profiles (Balcomb 2001). However, although the load profiles simulated are
relatively realistic, a predicted load profile will always have some degree of
uncertainty about it.
The tool developed in this study uses a compiled database of building energy load
profiles and uses the Monte Carlo Method to take into account the uncertainties of
building energy load profiles.
b) Economic analysis
Economics is another decision parameter. Economic assessment tools include the
Building Life-Cycle Cost software (Paradis 2004).
Northcott (2002) compared different analysis methods for capital investment
appraisal and concluded that NPV, a discounted cashflow method, takes into account
the time value of money and avoids computational problems of other discounted
cashflow methods. The tool developed in this study therefore uses NPV to compare
economics of the different options.
c) Specific Technology Tools –CHP, solar thermal, PV
There are many tools that are designed for specific types of renewable energy
system, for the design analysis of the technologies, some of which are: PVSYST,
PV*SOL, PV-DesignPro, PVcad, and RETscreen (RETscreen International 2004) are
used to design PV systems; SOLCHIPS (Lund et. al. 1992), Solar Benefits Model,
64
SolarPro 2.0, SolDesigner, T*SOL, SOLCOST (Win 1980), TRYNSYS (University
of Wisconsin 1990), WATSUN (University of Waterloo 1994), Polysun (Polysun
2000), EUROSOL (Lund 1995) and RETscreen (RETscreen International 2004) are
used to design solar thermal systems; CHP Sizer (CIBSE 2004), Building Energy
Analyzer and D-Gen PRO are used to design CHP systems (United States
Department of Energy Office of Energy Efficiency and Renewable Energy 2008).
Renew is a renewable energy design tool for architects that investigates PV, wind
power and solar water heating (Woolf 2003). Combinations of technologies can be
considered in this design tool. The technologies are not optimally sized by the tool,
but the user can change the inputs and quickly see the effect of these changes on the
performance of the system. It is intended for designers with little experience of
renewables and is meant to encourage architects to integrate renewables into their
buildings. This “trial and error” approach in the sizing of technologies also makes
this design tool a good medium for the designer to learn about the energy systems
investigated and the effects the various parameters have on the system.
CHP Sizer (Carbon Trust 2004) is a software that carries out preliminary evaluations
for CHP suitability in new or existing hospitals, hotels, halls of residence and leisure
centres. A more detailed feasibility study should however be carried out before
further considering CHP for a project.
EnergyPRO is a modelling and simulation software that carries out techno-economic
analysis and optimisation of cogeneration and trigeneration energy projects for
residential and non-residential buildings (Maeng et. al. 2002). Most small CHP
systems in Denmark have been designed using the EnergyPRO tool (Lund et. al.
2005). This software however does not find the optimal sizes of technologies.
65
d) Geographic Parameters
Geographical parameters influence the selection of technologies and are especially
important to consider when designing renewable energy systems. Jebaraj et. al.
(2004) review solar energy models to predict solar irradiation. The tool developed in
this study, however, uses average hourly irradiation values.
e) Simulation software
Simulation software is widely used to understand the operation and performance of
renewable energy systems. TRNSYS, Simulink, MATLAB and ECLIPSE are some
examples of simulation software.
TRNSYS probably is the most commonly used simulation software. The TRNSYS
software (Beckman et al 1994) is a transient systems simulation program with a
modular structure, which gives the program flexibility, and facilitates the addition of
mathematical models to the program. TRNSYS can be used for the detailed analysis
of systems whose behaviour is dependent on the passage of time. Applications
include the study a solar combi-DHW system (Jordan et. al. 2000), modelling a
hybrid PV- solar thermal system (Kalogirou 2001), carrying out building analysis
studies for renewable energy systems (Mihalakakou 2002), and simulating a solar-
hydrogen system (Ulleberg et. al. 1997).
Simulink, a product of MathWorks, is an interactive tool for simulating and
analysing dynamic systems. It has been used to simulate hybrid energy systems
(Iqbal 2003, El-Shatter 2002).
66
MATLAB is a simulation software which has been used to simulate process and
performance information of a biomass gasifier-based power station (Jurado et. al.
2003), and to evaluate control strategies for a solar-hydrogen-biogas-fuel cell system
(Hedstroem et. al. 2004).
ECLIPSE simulation package (Williams et. al. 2003) has been used to simulate
wood-fired fuel cells in selected buildings (McIlveen-Wright et. al. 2003).
Simulation software is useful to understand the performance of energy systems, and
can be used as part of the optimisation of technologies. However, not all aspects
affecting the performance of the systems can be considered and modelled in
simulations. A high skill level is required to make the correct judgements and
produce accurate results. The tool developed in this study uses basic sizing
procedures making use of simple simulation of the systems. The tool does not require
many input parameters and does not require “expert” knowledge of the technologies
investigated in order to operate the tool.
f) Optimisation Tools
Optimisation of the sizing and selection of energy systems is a main part of the
computer tool developed in this PhD study. The optimisation process used is
described in Chapter 4. Other optimisation tools are described below.
Models dealing with the optimisation of energy systems include MODEST (Model
for Optimisation of Dynamic Energy Systems with Time dependent components and
boundary conditions) (Henning 1998) and MARKAL (Fishbone et. al. 1981). They
are used for municipal, regional, and national energy systems and to support national
planning and policy decisions. Cosmi et. al. (2003) present an application of the R-
67
MARKAL model, investigating the feasibility of renewable energy on a local case
study, taking into account legal issues and physical limits, and presenting the
minimum cost solutions.
Deeco (Dynamic Energy, Emissions, and Cost Optimisation) is an energy
optimization model, that analyses the effects of counteraction between energy
technologies in local energy systems with respect to energy saving, emissions
reductions, and cost. It determines best practice operation and is used to compute
sustainability gains against financial costs. Lindenberger et. al. (2004) reported an
extension to Deeco, taking into account passive technologies.
EnergyPro is a software package that calculates both energy and economics for heat,
cooling and power plants, making combined technical and economic decisions more
easily. It carries out a detailed analysis and can look at a number of combinations of
technologies, including renewable energy and CHP technologies, calculating their
energy conversion and outputting a report for each option separately. This tool is not,
however, a decision-support software and cannot compare the various options.
RETScreen is a renewable energy technologies assessment tool for preliminary
feasibility studies. The tool has three stages: Energy Model, Cost Analysis and
Financial Summary and can be used for most building types. This tool however can
only simulate one technology at a time.
Ameli et. al. (2007) presented the initial development of IDEAS, an integrated
software package to design, optimize and monitor energy systems based on micro-
turbines, fuel cells and internal combustion engines using fossil fuels and
renewables. This software aimed to combine several existing commercial software
68
packages. Links between the different software packages were developed to form a
comprehensive selection tool to help in the decision-making process. A prototype has
been developed with the aim of developing the actual software in the future.
The University of Strathclyde developed a tool to select energy efficiency measures
and renewable energy and CHP technologies specifically for large estates (complex
of different buildings). A University accommodation application was used as the
basis for the model. Load profile prediction of other projects are then determined on
this basis, scaling the profile as required. The results are categorized in different lists
according to cost and emissions.
HOMER is a micro-power optimization model and is used to design systems for
remote and distributed power. This software finds the least cost (life-cycle cost)
combination of systems to satisfy the thermal and electrical loads. However the least
cost combination of technologies for an application might not always be the best
option. Other factors such as environmental performance need to be considered. It
uses sensitivity analysis on most inputs to account for uncertainties. Values for
uncertainty can be entered and the model shows the variation in the outputs due to
these uncertainties. It however is difficult to model load profile uncertainty in
HOMER as this uncertainty is difficult to quantify in values. This approach of taking
uncertainty into account for the load profiles was therefore not adopted in the tool
developed in this study.
Williams et. al. (2000) developed a tool meant for services engineers and which
selects and sizes CHP systems for new buildings. Few inputs are required and the
tool provides an indication of whether a more detailed investigation would be
required. It estimates the building energy load profiles by using an average profile
69
developed from a number of existing buildings. This, however, does not take into
account the uncertainty of the load profiles in the sizing procedure.
2.6 CONCLUSIONS
Currently there is no computer tool available that selects suitable combinations of
energy efficient technology such as CHP and renewable energy technologies for a
project which takes into account the uncertainties of building energy load profiles
using the Monte Carlo method. The aim of this research work was to develop a
computer simulation tool to help in the decision making of choosing appropriate
renewable energy and CHP systems for buildings. The tool uses the Monte Carlo
method to take into account the uncertainty of building energy load profiles, using an
existing large database of electricity, hot water and space heating load profiles.
Details on energy load profiles of buildings and analysis of the developed computer
tool is given in details in Chapter 3 and Chapter 4 respectively.
70
Chapter 3:
Energy Demand in Buildings
As discussed in Chapter 2, the energy consumption associated with buildings
constitutes a large proportion of the total UK energy consumption.
When a new building is designed, it is important to consider energy at the very early
stages of design. Considering the resources of the site, determining the best
orientation of the building and making use of passive technologies can significantly
reduce building energy requirements (Chwieduk 2003, Herbert 1998), before
selecting energy technologies to cover the demand. Insulation and air tightness will
reduce heating demand. However, too much insulation can cause overheating and
therefore can create a need for cooling and air tightness can cause a need for
mechanical ventilation. It is therefore essential that the various parameters of a
building are carefully planned and balanced to ensure minimal energy wastage.
Figure 3.1 shows that domestic energy consumption has increased since 1970. This is
due to there being more households since 1970 (Utley et. al. 2006). However, overall
energy consumption per household has not increased since 1970 (Figure 3.2). This is
due to increased energy efficiency balancing the increase in energy consumption
which keeps it at a low level (Utley et. al. 2006).
71
0
500
1000
1500
2000
1970 1975 1980 1985 1990 1995 2000 2004
PJ
lights and appliances
cooking
water
space
Figure 3.1 UK domestic energy consumption by end use (Utley et. al. 2006)
0
20
40
60
80
100
1970 1975 1980 1985 1990 1995 2000 2004
year
GJ
space heating per household all energy per household
Figure 3.2 UK energy use per household (Utley et. al. 2006)
A building‟s energy consumption will be largely affected by climate, orientation, its
function, building shape and form. Figure 3.2 shows a variation in domestic energy
consumption over the years. This variation is due to temperature variations resulting
in different heating requirements from year to year (Utley et. al. 2006). The use of
the building and the behaviour of the users will also influence its electricity, hot
water, space heating and cooling demand.
72
Typical energy loads for office buildings are shown in Figure 3.3. There is large
variation in energy consumption between the different types of office buildings. The
use of air-conditioning is the main use that adds considerably to the energy
consumption in air-conditioned offices.
0 100 200 300 400 500 600
Good
practice
Typical
Good
practice
Typical
Good
practice
Typical
Good
practice
Typical
Natu
rally
ventila
ted,
cellu
lar
Natu
rally
ventila
ted,
open-p
lan
Air-
conditio
ned,
sta
ndard
Air-
conditio
ned,
pre
stige
kWh/m2
Total gas or oil Total electricity
Figure 3.3 Annual delivered energy consumption for different office types
(kWh/m2) (BRECSU 2000)
Rules of thumb building energy loads used in the tool are summarised in Tables 3.1 -
3.3.
Macmillan et. al. (2004) identified available data sources of energy use in the global
building stock. The main sources identified for European data were: EUROSTAT,
European Environment Agency and Enerdata. This data however is mostly annual
data and does not include daily consumption patterns.
73
Table 3.1 Rules of Thumb Hot Water Demand (CIBSE 2004, BSRIA 2003,
Institute of Plumbing 2002)
Table 3.2 Rules of Thumb Electricity Demand (Action Energy 2000, BSRIA
2003, Institute of Plumbing 2002)
Table 3.3 Rules of Thumb Space Heating Demand (BSRIA 2003)
Daily and hourly building energy load profiles are a good medium to help understand
the energy consumption patterns of a building and they are especially useful for the
Source Residential (kWh/m2/year) Offices
(kWh/m2/year)
terraced Semi-
detached
detached 1 bed
flat
2 bed
flat
3 bed
flat
With
canteen
Without
canteen
ECON19 33 33
54 51
BSRIA 54 51
85 85
IOPG 77 77 39 48 41 39
80 40 79
High 80 77 79 48 41 39 85 85
Medium 79 59 59 48 41 39 54 53
Low 77 40 39 48 41 39 33 33
Source Residential Offices
terraced Semi-
detached
detached 1 bed
flat
2 bed
flat
3 bed
flat
With
canteen
Without
canteen
l/person/day l/bed/day l/person/day
CIBSE 68 68 68 14
136 136 136 15
BSRIA 115 75 55 15 10
IOPG 210 130 100 45 40
High 136 136 136 210 130 100 45 40
Medium 102 102 102 162.5 102.5 77.5 22.25 25
Low 68 68 68 115 75 55 14 10
Source Residential (W/m2) Offices (W/m2)
terraced Semi-
detached
detached 1 bed
flat
2 bed
flat
3 bed
flat
With
canteen
Without
canteen
BSRIA 60 60 60 60 60 60 70 70
High 60 60 60 60 60 60 70 70
Medium 60 60 60 60 60 60 70 70
Low 60 60 60 60 60 60 70 70
74
design of renewable energy technologies and CHP systems, and are vital data used in
the tool developed in this study.
3.1 BUILDING ENERGY LOAD PROFILES
Energy load profiles for buildings depend on many factors, such as the type of
building, occupancy, climate and occupancy behaviour. Occupancy behaviour in
residential buildings and their effect on energy demand is investigated by Pett et. al.
(2004) and Michalik et. al. (1997), recognising the uncertainty associated with their
behaviour.
Monitoring of past energy use of a building will give the most accurate predictions
for future energy requirements (Parker 2003). However for a new-build or some
refurbishments this will not be possible. In these cases typical load profiles are
estimated, by taking the monitored load profile of a similar building, an average of
several, or by simulating a typical profile.
Metering existing buildings to obtain “real” load profile data for similar buildings is
more accurate. However, extensive metering projects of existing buildings to obtain
real load profile data would be expensive and not feasible in all cases (Akbari 1995).
An alternative is to simulate load profiles. However such techniques would
nevertheless also require “real” data for them to be validated (Akbari 1995).
In their model, Hawkes et al (2005) used measured residential electricity demand
profiles from the BRE and heating load profiles were generated assuming heating
times in the mornings and evenings of winter days. “Typical” profiles were obtained
75
for small, medium and large dwellings. The model in their study used 5 minute
demand profiles for 6 days of the year (2 winter, 2 summer and 2 shoulder days).
Yao et. al. (2005) introduced a method to predict daily load profiles using the
thermal resistant network method. The tool they developed can be used on both the
macro and micro levels. They developed “typical” appliance, DHW and space
heating load profiles for different dwelling types and different occupancy patterns.
Paatero et. al. (2006) used a bottom-up load model, constructing the load profiles
from elementary load components.
Aydinalp et. al. (2003) described a neural network method for modelling residential
energy consumption. The most commonly used methods are the engineering method
and the conditional demand analysis method (Aydinalp et. al. 2003).
Diversity of demand needs to be taken into account when loads are combined for a
multi-unit building, as the probability of the peaks in energy demand occurring at the
same time is quite small. This can be done by applying diversity factors. Stallcup
(2004) defines diversity factor as: “the ratio of the sum of the individual maximum
demands of the various subdivisions of a system, or part of a system, to the maximum
demand of the whole system, or part of the system, under consideration.” In the
computer tool developed in this study, diversity is taken into account by using
different load profiles and the Monte Carlo method to take into account the
uncertainty of building energy load profiles.
Taking an average or “typical” load profile and scaling it to suit the project is one
way of generating a typical load profile. This method was used by Cockroft et. al.
(2006) to generate load profiles to compare different heat and power sources for the
76
UK domestic sector. Load profiles however vary depending on many factors such as
occupants behaviour and climate, which are difficult to predict and a “typical” load
profile therefore can‟t represent all buildings of a kind. Appropriate simulation of
demand patterns could possibly provide more realistic predictions. In the tool
developed in this study, real load profiles are collected in a database and the Monte
Carlo Method is used to take into account the uncertainty of the load profiles (see
Chapter 4 for a description of the tool).
3.1.1 Monte Carlo Method
Kalos et. al. (1986) and Higham (2004) give a description of the Monte Carlo
Method (MCM). “In a Monte Carlo Method successive simulations are run with the
randomly generated inputs until a statistically significant distribution of outputs is
obtained” (Isukapalli 1999). The MCM can be used to take uncertainties into
account. Dolan et. al. (1996) used the MCM to model residential electric water heater
loads and Takoudis et. al. (2004) assessed offshore wind farm cable reliability using
the Monte Carlo Method. Nishio et. al. (2006) developed a Monte Carlo simulation-
based tool to generate household demand data for Japan. The application of Monte
Carlo sampling can be used to find the distribution of outputs given random input
variables. Coates et. al (2003) used this method to solve engineering economy
problems using commonly available simulation tools. Pons et. al. (2003) compared
the design for system integrity (DSI), a probabilistic methodology using the discrete
combinatorial method, with the MCM and fuzzy theory, both using random variables
and are both commonly used in engineering applications. Both the DSI and the
MCM yielded similar output accuracies, depending on the number of iterations in the
77
MCM. The fuzzy theory however was not as accurate. DSI however requires
probabilities associated with each input.
Gamou et al (2002) treat building energy load profiles as random variables in the
sizing of CHP systems. They use a sensitivity analysis and an enumeration method to
take into account their uncertainty. A similar method is used in the tool developed in
this study. The Monte Carlo Method is used to take into account the uncertainty of
load profiles and can also be used to take diversity into account (McQueen et. al.
2004). In the tool developed in this study, the tool does not use the same load profile
for a building consisting of several units. For example, for a residential building
consisting of 10 flats, the tool uses 10 load profiles, each randomly selected to create
a total load profile for the building. By adopting this approach, diversity is taken into
account.
The Monte Carlo method is applied as follows in the tool:
1) Load profiles are randomly selected from the appropriate category of the
tool‟s load profile database. E.g. For a building consisting of 5 flats and some
office space, 5 load profiles are randomly selected from the flat category of
the database and one load profile is selected from the office category of the
database. The 6 load profiles are then combined to create one total load
profile for the building. This process is carried out for electricity, space
heating and hot water load profiles.
2) The technologies are sized for each technology combination in the tool,
giving outputs for this option, which are then stored in a spreadsheet.
3) Steps 1 and 2 are repeated 100 times to obtain 100 sets of outputs.
78
4) From these outputs, the most probable technology sizes and their emissions
and costs are found for each technology combination (i.e. the most frequently
occurring option).
Chapter 4 gives a more detailed explanation about the application of the MCM in the
tool.
3.1.2 Space heating load profiles
Space heating load profiles vary with climatic and weather conditions. In the UK
space heating requirements will be highest in the winter months. “Typical” space
heating load profiles peak in the morning and in the evening for domestic buildings
(Yao et. al. 2005). Office space heating is required during office hours with a base
heating only required during the night and weekends.
Little “real” space heating load profiles were found in the literature. The domestic
space heating load profiles generated by Yao et. al. (2005) were therefore used in the
tool and the space heating load profiles for offices were generated using rules of
thumb (see Chapter 4). The load profiles could however be replaced with real data
when it becomes available.
3.1.3 Electricity load profiles
Figure 3.4 shows the typical electricity demand profiles on the national grid based on
their recorded data. This data however represents the total demand on the grid and
does not reflect the demands of individual buildings.
79
Figure 3.4 Actual national grid summer and winter demand for 2002 (National
Grid Group 2004)
Stokes et. al. (2004) present a model of domestic lighting demand, based on half-
hourly data measured for a sample of 100 homes in the UK and Yao et. al. (2005)
developed “typical” electricity load profiles for different dwelling types.
0
0.01
0.02
0.03
0.04
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
hours
kW
h/m
2
Monday Tuesday Wednesday Thursday
Friday Saturday Sunday
Figure 3.5 Typical weekly electricity consumption for an office building
(Nottingham City Council 2004)
55
50
45
40
GW 35
30
25
20
15
GW
00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Time
80
The different components of office building electricity demand profiles are
investigated by Akbari (1995). The load profiles peak during office hours, with most
equipment and lighting on during these times and a minimum base load during the
weekend and non-occupied hours (Figure 3.5).
Nottingham City Council has kindly provided electricity load profile data from their
buildings. Figure 3.5 shows an example week for one of their office buildings. This
data has been incorporated into the computer tool developed in this study.
3.1.4 Hot water load profiles
Domestic hot water consumption affects many aspects of the design of a hot water
system, such as the sizing of hot water stores (Jordan 2000) and CHP and renewable
energy system design. A total domestic hot water demand per day can be calculated
from rule of thumb data. However in order to determine the potential for CHP and
renewables for a building, the distribution profile of this demand during the day is
also of interest. Graphically presented „instantaneous‟ heat and power demand load
data (half-hourly or hourly data) are normally used for this purpose (CIBSE 1999).
Jordan et. al. (2001) and Lutz et. al. (1996) presented simulation modelling of hot
water usage patterns. Load profiles vary depending on the building type, mix of
building types and number of units (e.g. flats). With existing buildings, the DHW
demand and profile could be recorded over a period of time. However with new build
or refurbishments where occupancy may change, then the domestic hot water
demand is estimated by simulation or by using real data from similar buildings.
Hot water demand in offices is minimal, compared to residential hot water demand
and occurs mostly during office hours. Hot water demand can therefore be predicted
81
relatively accurately by knowing office occupancy hours throughout the day.
Domestic hot water demand however, is more difficult to predict.
Jordan et. al. (2000) generate realistic hot water load profiles using probabilities of
hot water draw-offs of different appliances throughout the day for domestic
buildings. The Energy Saving Trust is currently undertaking a monitoring study for
domestic hot water energy throughout the UK (Scotland, North England, Midlands,
South England) (EST 2005). This data however is not available at present.
0
2
4
6
8
10
12
14
16
18
20
1 3 5 7 9 11 13 15 17 19 21 23
time
% o
f to
tal
HW
dem
an
d
CIBSE
Everett
Figure 3.6 UK residential hot water profiles (CIBSE 2004, Everett et. al. 1985)
A literature search for typical residential hourly domestic hot water demand profiles
identified a lack of reliable data for the UK. On the other hand, a vast amount of US
data is available. Figure 3.6 shows that the UK data from different sources does not
follow the same pattern, whereas the US data does (Figure 3.7), which indicates that
the “typical” load profile data found by the different sources is relatively accurate.
Therefore, as part of this research a survey was carried out to collect domestic hot
water demand profiles for the UK.
82
0
1
2
3
4
5
6
7
8
9
1 3 5 7 9 11 13 15 17 19 21 23
time
% o
f to
tal
HW
dem
an
dASHRAE high use
USDE
weekday NYERDA
weekend NYERDA
LBNL (summer weekdays)
Figure 3.7 US residential hot water demand profiles (ASHRAE 1999, Wiehagen
et. al. 2003, USDE 2000, Goldner 1994, Lutz et. al. 1996)
3.1.5 Conclusions
The accuracy of energy predictions is vital for a good energy system design,
especially for CHP and renewable energy technologies. This data forms the basis of
the design process and therefore is a major part of the tool developed in this study.
However, from the literature, not much UK load profile data has been published. The
Nottingham City Council electricity load profile data for office buildings and the hot
water demand survey carried out in this study are the major sources of data used in
developing this tool. (See Chapter 4 for the data used in the tool.) Other load profiles
could be added to the tool database as they become available.
83
3.2 DHW DEMAND SURVEY IN RESIDENTIAL BUILDINGS
As previously mentioned, data for actual UK residential hot water demand are
limited in the literature. Although space heating demand is usually larger in the UK,
space heating demand is related to climate and weather and therefore more easily
predicted than hot water demand. Hot water load profiles are difficult to predict,
especially for residential buildings, as they depend highly on occupancy and
behaviour patterns. Load profiles can differ for different households and for different
days in the same household. Thus, as part of this research, a survey of DHW demand
in residential buildings was carried out to obtain real DHW load profile data that was
used in the tool database, and is vital to the tools MCM simulation. The survey
consists of two parts: a survey questionnaire and a monitoring study.
3.2.1 Survey Questionnaire
The questionnaire developed for this survey is outlined in Appendix 1. The survey
consists of two parts: a general questionnaire about the dwelling and a diary study.
The questionnaire enables the load profiles collected to be classified into different
categories, such as building type or occupancy. In the diary study the hot water
consumption patterns are recorded. The survey sample consists of 35 participants,
each completing from 1 week to 18 weeks of the diary study.
The type of buildings, number of bedrooms and occupants considered in the survey
is given Table 3.4.
Occupancy figures for each dwelling are usually not easily predicted when designing
a new building and the number of bedrooms is usually related to the building type.
The load profiles obtained were therefore classified according to building type in the
84
tool database. Table 3.5 summarises the number of questionnaires completed for
each building type.
Table 3.4 Occupancy and number of bedroom ranges
Building type Range of occupancy Range of number of bedrooms
Flat 2-3 1-2
Terraced house 1-5 1-4+
Semi-detached house 2-8 2-4+
Detached house 2-6 3-4+
Table 3.5 Number of questionnaires completed for each building type
Building type Completed questionnaires
Flat 3
Terraced house 8
Semi-detached house 15
Detached house 9
3.1.2 Monitoring Study
The monitoring study was carried out in conjunction with the survey questionnaire.
Six houses were monitored to record their hot water use. However, the reliability of
measured data from two dwellings was not good and hence disregarded. The building
types included in the study were: 1 flat, 2 terraced houses and 1 semi-detached
house. Different options were compared to monitor the hot water consumption of the
dwellings:
a) Use of one flow meter at boiler/hot water tank outlet: This option requires one
flow meter. However, this does not allow separate monitoring of hot water used
for say washing up, bath, etc.
85
b) Use of flow meters at boiler/hot water tank and at points of use: This option
enables the monitoring of both the total flow and the flow at each point of use
(kitchen, bathroom, etc…), giving a better understanding of the use of DHW in
the dwelling. However the cost of flow meters is quite high as a non-intrusive
ultra sonic flow meter which can be clamped to the water pipe costs around
£2,000. This makes this option less cost effective and not viable for this study.
c) Use of temperature sensors to detect hot water usage at each appliance:
Temperature sensors can give a good indication when hot water is used. The
Market Transformation Programme (2007) used temperature sensors attached
to the hot water pipes leading to each appliance to detect when and from which
appliance hot water was used. A rise in Temperature within the pipe indicates
that hot water is used, and a slow decrease in water temperature thereafter
indicates hot water use has ceased. The use of temperature sensors is a less
expensive and more viable option.
d) Use of a combination of flow meter and temperature sensors: Adding a flow
meter at the outlet from the boiler/hot water tank to option c, would give a
better understanding of the flow rates of the hot water used. A clamp-on flow
meter was chosen for this purpose. Although an in-line flow meter provides
more accurate readings, a clamp-on flow meter is less intrusive to the home
owner and was therefore chosen for this study.
The monitoring in this study was carried out using temperature sensors attached to
the hot water pipes of the different appliances within the dwellings (see Figure 3.8).
When hot water was used, the temperature recorded by the sensor increased. This
enabled the identification of when and from which appliance hot water was used
throughout the day in the dwellings. Figure 3.9 shows an example of the temperature
86
change throughout the day of the hot water pipes leading to the hand basin, bath and
kitchen sink in one of the houses monitored. Market Transformation Programme
(2007) used this method in their pilot study for domestic hot water consumption
monitoring.
Figure 3.8 Temperature sensor
Figure 3.9 Example temperature sensors reading
It is worth noting that the location of temperature sensors is important. A larger pipe
for example has a longer cooling period between draw-offs and would therefore
make some draw-off difficult to identify. This issue was identified by the Market
Transformation Programme (2007). In some instances, when very little water is used,
87
hot water might leave the tank/boiler, but not reach the point of use. In this case, the
temperature sensor at the boiler/tank outlet would indicate hot water use. However
this hot water would not be able to be allocated to any point of use (Market
Transformation Programme 2007).
Although the monitoring method of collecting data is more precise as it doesn‟t rely
on participants remembering to record their hot water consumption, the questionnaire
enabled more data to be collected. The data collected by both methods was used to
form hourly hot water load profiles to be loaded into the tool.
3.1.3 Load profile formation
The temperature sensor and survey questionnaire data provides information on when
hot water was used throughout the day. However, the amount of hot water (litres)
that was used in each instance was not established. To determine this, typical hot
water usage of different appliances were required.
Table 3.6 Appliance hot water flow rates and usage [* data from Grant 2002]
Appliance Average flow rate
(l/min)
Usage period
(minutes)
Usage
(litres)
Hand basin 1.15 3 3
Shower 3.39 5 17
Kitchen sink 1.01 5 5
Bath 70*
As mentioned in Section 3.1.2 a clamp-on flow meter was used to record flow rates
of different appliances to determine typical flow rates. Usage time periods of
different appliances were estimated and used to calculate the typical hot water usage
88
of each appliance (see Table 3.6). For bath hot water usage 70 litres was assumed
(Grant 2002).
Figure 3.10 Example hot water load profiles for 3 different weekdays for a semi-
detached house
Figure 3.11 Screenshot of the tool’s hot water load profile database
89
The typical hot water usages for the appliances were then combined with the survey
questionnaire data and the data collected from the temperature sensors to form hot
water load profiles (Figure 3.10). This data was loaded into the computer tool load
profile database to be used in the tool. Figure 3.11 shows a sample screenshot of the
database in the tool.
3.3 CONCLUSIONS
Building energy load profiles were collected as part of this work. However, not much
domestic hot water demand data was available from the literature and a survey was
therefore conducted to collect domestic hot water load profiles for different
residential building types. The building energy load profiles from the literature and
the survey were collated to form a database for the computer tool developed in this
tool.
90
Chapter 4:
Computer Simulation Tool Development
4.1 INTRODUCTION
The development of the computer tool is described in this chapter. This computer
tool allows suitable combinations of renewable energy technologies and combined
heat and power (CHP) systems to be selected for a building. It enables the selection
of more appropriate technologies for the supply of electricity, hot water and space
heating by optimising the integration of the combined technologies for different
building types. The tool also aims to facilitate the decision-making process of the
designers, by identifying workable solutions for a project, as well as streamlining the
number of options from which a reliable decision could be made.
4.2 DESCRIPTION OF THE COMPUTER TOOL
The computer tool was developed using Visual Basic for Application (VBA) in
Excel to size and compare different combinations of CHP and renewable energy
technologies for different building types. VBA in Excel was chosen as it is widely
available to designers. The Monte Carlo Method is used to take into account the
uncertainties of building energy load profiles in order to provide a most probable
output from the tool. One of the specific outputs of the tool is the techno-economic
91
analysis and carbon savings from which selected renewable energy/CHP
combinations can be compared and provide the decision-makers with the required
information.
The main technologies that can be analysed by the computer tool include one or a
mixture of the following technologies: gas-fired CHP systems, solar thermal systems,
PV panels, fossil fuel boilers and national grid electricity.
The tool is developed in two Excel files each combining a different renewable energy
technology (Photovoltaics and Solar Thermal) with CHP. Each tool consists of 3
main blocks designated as block A to C where:
A. The building loads and load profiles are processed in Block A.
B. Sizing and selection of technical parameters of technologies followed by a
financial and environmental analysis is carried out in Block B.
C. A comparison and evaluation analysis of technologies or combination of
technologies is finally given in Block C that would facilitate the selection of
the appropriate option.
A detail of each block is given as follows:
4.2.1 BLOCK A: Determining the building loads and load profiles
The first step in selecting a cost effective technology for a building using the
computer tool is to determine the building‟s energy loads and load profiles. The
procedure for analysing energy loads of a building is given in the flow chart of
Figure 4.1.
92
Figure 4.1 Block A - Building loads and load profiles
Prior to starting the analysis, in Block A a user interface window appears, as shown
in Figure 4.2, that prompts the user to choose between two options: an already
Notes (1) If mixed-use building: input information for each building type. (2) Monte Carlo method applied to account for uncertainties of load profiles.
Building type Area Occupancy Rules of thumb
RoT Building Loads Hot water Heating Electricity
Building load profiles
Select option 1
or 2
Option 3a: Input load profiles
Option 3b: Load profiles selected from database Load profiles
Hot water Space heating Electricity
Load profiles selected
Building Loads Hot water Space heating Electricity
OUTPUT 1
Block B Block C
See note (2)
See note (1)
Option 2: Existing project
Option 1: New project
Loads calculated Loads calculated
Loads calculated
93
existing project or to start a new one. If an already existing project is selected, the
tool skips the following steps of Block A and goes directly to the interface,
summarizing the building loads (Figure 4.6). If a new project is selected further user
interface windows, which form part of block A, will be displayed to perform the
building energy loads calculations. These steps are described below.
Figure 4.2 User interface start window
a) Building Energy Loads
If a new project is selected in Figure 4.2 information about the project building types
is entered on the user interface shown in Figure 4.3. The tool first gives an estimate
of energy consumption including building space heating, hot water and electrical
power using rules of thumb data determined by the tool user. Cooling is currently not
included in the tool; however it could be incorporated at a later stage. Rules of thumb
energy consumption data for building is classified as high, medium or low. Rule of
thumb oad data for different types of buildings have been formulated from the values
reported in various reference sources (see Tables 3.1, 3.2 and 3.3). Depending on the
characteristics of the building, high, medium or low building loads can be selected or
other rules of thumb can be entered. For a mixed-use project (i.e. a complex with
94
different building types) the information is entered for each building type. This is
done by selecting “Next Building Type”, after having entered the information for the
first building type. This is repeated until the information for each building type has
been entered.
Figure 4.3 Rules of Thumb user interface
The rule of thumb (RoT) building energy load calculation is carried out by the tool as
follows:
RoT hot water demand (DHW): Hot water rule of thumb loads are given in
litres per person per day for houses and office and in litres per bedroom per
day for flats.
For houses and offices:
95
DHW (l/day) = RoT (l/person) × Occupancy Equation 4.1
For flats, hot water demand:
DHW (l/day) = RoT (l/bedroom) × Number of bedrooms Equation 4.2
RoT space heating demand (DSH):
DSH (W) = RoT (W/ m2) × Af (m
2) Equation 4.3
Where Af is floor area (m2)
RoT electricity demand (De):
De (kWh/year) = RoT (kWh/m2/year) x Af (m
2) Equation 4.4
This calculation is carried out for each building type entered by the tool user and the
results are added to provide total RoT hot water, space heating and electricity
demands for the building or group of buildings considered in a project.
b) Building Energy Load Profiles
Hourly building energy load profiles for electricity, hot water and space heating
consumption for a typical day are required for the tool to carry out the necessary
calculations. This information can either be entered by the user or can be selected by
the tool from its load profile database. The user interface window appears as shown
in Figure 4.4. If load profiles are known with certainty, for example in the case of an
existing building, then the hourly consumption for hot water, space heating and
electricity can be entered in the user interface window as shown in Figure 4.5. A
week-day load profile and a weekend load profile are entered for hot water
96
(litres/hour), for space heating (kWh/hour), and for electricity (kWh/hour) for a day
in January.
Figure 4.4 Load profile selection interface window
If the load profiles are known and entered by the user, a single process sizing
calculation is carried out by the tool resulting in a single final output. However, if the
load profiles are not known and it is required that this information is selected from
the tool database, then a multiple process calculation is carried out using the Monte
Carlo method, resulting in multiple results to reflect the uncertainty in the load
profile data.
The database holds information on a number of daily load profiles for the building
types RESIDENTIAL and OFFICES. The building energy load profiles data base
was compiled from sources shown in Table 4.1. The data was collected from the
domestic hot water demand survey as explained in Chapter 3, from the literature, and
where no data was available, load profiles were derived using the rules of thumb
given in Tables 3.1, 3.2 and 3.3. Then the derived load profiles would progressively
be replaced with actual load profiles, as and when these become available.
97
Figure 4.5 Load Profile input interface window
Table 4.1 Building Energy Load Profile Data Sources
Building type Space heating Hot water Electricity
Residential Literature
(Yao 2005)
Survey (section 3.2) Literature (Yao 2005)
Office Derived from
rules of thumb
Derived from rules of
thumb
Nottingham City
Council for council
office buildings
98
Data used for residential load profiles are classified under building types, i.e. flats,
terraced houses, semi-detached houses and detached houses. This classification was
chosen as residential building types have certain size, occupancy, and occupancy
behaviour pattern associated with them, which have an effect on their energy load
profiles. Office load profiles are presented in energy units per square meter of floor
area, as offices can be of many different sizes and the loads and load profiles are
mainly dependant on the size of the office. Building energy load profiles for both
residential and office buildings are further classified under weekday or weekend, as
energy consumption behaviour is generally different for these days. The units of the
load profiles are shown in Table 4.2.
Table 4.2 Building energy load profile units
Building type Space heating Hot water Electricity
Residential kWh/ dwelling Litres/ dwelling kWh/ dwelling
Office kWh/ m2 Litres/ m
2 kWh/ m
2
If the building energy load profiles are not known, the tool selects load profiles from
its database in the following manner: Each load profile has a number associated with
it. From these, the tool generates a random number, and then selects the load profile
associated with this number. For example, there are 43 hot water load profiles for
flats. So if a building consisting of 5 flats is investigated, a number from 1 to 43 is
randomly generated, assume it is 4 then the load profile number 4 is selected. This is
then repeated 4 times in this case to generate 5 load profiles for flats. These are then
combined to give one load profile for the building of 5 flats. This process is repeated
for space heating and electricity demand profiles and for a weekday and a weekend
day respectively.
99
The loads of every hour in a day for a typical January day are summed up to give
daily building loads. These are summarised in a user interface window as shown in
Figure 4.6.
Figure 4.6 Loads output interface window
The hot water demand profile is converted from litres to kWh. The energy required
to heat a specific amount of water is:
QE = mcpΔT Equation 4.5
Where, Q is energy (J), m is mass (g), cp is specific heat capacity (J/gK) = 4.2
J/gK for water and ΔT is the temperature difference between the temperature of the
cold water supply to the building and the hot water temperature required (K).
Assuming 1 litre = 1 kg and ΔT = 60-5 = 55K, equation 4.6 is used to calculate the
hot water demand in kWh:
DHW (kWh) = DHW (litres) × 4.2 × 55 / 3600. Equation 4.6
Given the difficulty in obtaining hot water load profiles and for the purpose of the
computer tool, these are assumed to be the same throughout the year. In addition,
100
seasonal variation in space heating and power consumption is taken into account by
applying a load factor to the space heating and electricity loads in order to calculate
the total monthly loads, as shown in Table 4.3.
To calculate monthly loads, it is assumed that there are 365 x 5 / 7 /12 = 21.726
weekdays per months and 365 × 2 / 7 /12 = 8.69 weekend days per month. Monthly
loads for space heating, hot water and electricity are therefore calculated as:
DM = [(21.726 × DM,WD) + (8.69 × DM,WE)] × f Equation 4.7
Where, DM is total monthly load (kWh), DM,WD is monthly weekday demand
(kWh), DM,WE is monthly weekend demand (kWh), and f is monthly load factor.
Table 4.3 Space heating and electricity load factors for the UK (Elexon 2006)
Month Space heating load factors Electricity load factors
January 1.00 1.00
February 0.89 0.92
March 0.73 0.83
April 0.51 0.74
May 0.21 0.68
June 0.00 0.64
July 0.00 0.62
August 0.00 0.63
September 0.00 0.67
October 0.27 0.77
November 0.63 0.90
December 0.89 0.98
The annual demands of space hot water, space heating and electricity are calculated
by adding the demands for each month.
4.2.2 BLOCK B: Technology combinations: sizing and financial and
environmental appraisals
In this section, different combinations of technologies are evaluated to provide
energy in a building in a cost effective and environmentally friendly way.
101
The following technologies and combination of technologies have been considered
for the supply of heat and power in buildings:
i) Option 1: A combination of Boiler and electricity grid (Boiler + EGrid)
ii) Option 2: A combination of CHP system for base heat and power load, Boiler
and Electricity Grid (CHP + Boiler + EGrid)
iii) Option 3: Combination of Renewable energy systems (PV or Solar Thermal),
Boiler and Electrical Grid (PV/Solar Thermal + Boiler + EGrid)
iv) Option 4: Combination of Combined Heat and Power, renewables (PV or
Solar Thermal), Boiler and Electrical grid (CHP + PV/Solar Thermal + Boiler
+ EGrid)
Two models have been developed: combinations of the above with either Solar
Thermal (ST) or Photovoltaics (PV) as the renewable energy. Each of these
combination options have been developed as a separate Excel spreadsheet subroutine
model. The sizing orders of the technologies for each option developed as part of
Block B is given in the flow chart diagram of Figure 4.7.
Option 1 represents the conventional way of supplying heat and power in buildings,
using the electricity grid for power and a boiler for hot water and space heating,. This
option forms the base case in the computer tool.
Option 2 takes into account the use of a CHP system to meet part of the heat and
power demand of the building. The CHP system in such a scheme is usually sized to
provide base load heat in order to maximise the number of running hours per year.
The boiler and grid are used to supply peak heat and power loads respectively.
102
Figure 4.7 Block B –Technology combinations flow chart
In option 3, renewable solar energy systems with PV and/or Solar Thermal (ST)
collectors are combined with boiler and grid. Again, the renewable energy systems
provide the base load and the boiler and electricity grid supply the remaining heat
and electricity demand.
In option 4, all the technologies are considered. In the PV subroutine tool, CHP
provides the base load, then PV providing the intermediate load and finally a boiler
and grid demand supply peak loads. For the ST subroutine tool, there is an optimum
Option 1: Boiler + Grid (base case) Option 2: CHP + Boiler + Grid Option 3: Renewables + Boiler + Grid Option 4: CHP + Renewables + Boiler + Grid
Boiler + EGrid
Solar thermal
CHP
Option 2 Option 4 - PV Option 3 Option 1
Block B2
Block B3
Block B1
Block A
Block C
PV
Renewables:
Option 4 - ST
103
combination of CHP and ST with the boiler and grid supplying the remaining heat
and electricity demands.
a) Block B1: Boiler and electricity grid (Boiler+EGrid) combination
The boiler and grid option is the conventional means of supplying heat and electricity
and is, therefore, the base case against which all other combinations are compared in
terms of costs and emissions. The Boiler + EGrid option is incorporated into all other
technology combinations. The flow chart for Block B1 is given in Figure 4.8.
Figure 4.8 Block B1: Boiler + EGrid
The sizing procedures carried out by the tool for the boiler, hot water storage, and
electricity grid demand are outlined as follows:
Space heating load profile
Boiler Size Hot water storage
Annual electricity demand from EGrid
Hot water load profile
OUTPUT
Electricity load profile
Peak heat load
OUTPUT
Calculating costs & emissions
System Energy cost Emissions
Block C
OUTPUT
Boiler & HW store sizing
Calculating annual electricity demand
104
The boiler should be sized to meet the heat demand of the building at a design
temperature consistent with prevailing weather conditions. The boiler energy rate
could be given as follows:
Equation 4.8
Where, Sb = boiler size (kW), DH,p = peak heat demand (kW) and ηb = gross boiler
efficiency (%).
The peak space heating load (in kW) is obtained from the daily space heating load
profile for severe weather conditions which often coincide with the month of
January. The peak domestic hot water demand is obtained from the daily hot water
demand profile defined in Block A. In this work it was assumed that a boiler has a
minimum efficiency of 80% gross (Harvey 2006). The hot water storage is sized to
provide 1/3 of the daily hot water demand (The Institute of Plumbing 2002) and is
given in litres. The electricity demand is met by the national electricity grid. The
electricity from the grid is given as annual demand expressed in kWh/year and which
is calculated from the electricity load profile. The output parameters of Block B1
subroutine is shown in the user interface window of Figure 4.9.
Figure 4.9 Outputs parameters of block B1: Boiler and Grid (Boiler + EGrid)
105
Next an economic and environmental evaluation is carried out by determining cost
and emissions for the boiler and grid option. The tariffs for gas to run the boiler and
electricity from the grid are assumed to be 2.28p/kWh and 8.2p/kWh respectively
(DTI 2006). Like CHP systems, a boiler capital cost is assumed to vary according to
its size in kW as shown Figure 4.10. However the capital cost of boilers are about
150£/kW lower than that of CHP systems (EST 2006).
Boiler installed capital costs
y = 1058.7x-0.3314
0
50
100
150
200
250
300
350
400
450
500
0 50 100 150 200 250 300 350 400 450
Boiler size (kW)
£/k
W
Figure 4.10 Boiler installed capital costs (EST 2006, University of Strathclyde
2006)
The annual cost of boiler maintenance is assumed to be 2% of the boiler capital cost
(EST 2006, University of Strathclyde 2006). In addition the cost of the boiler
disposal needs to be taken into account and this is estimated to be equivalent to twice
the annual boiler maintenance cost.
Cost parameters of the system can be altered on the next user interface window as
shown in Figure 4.11.
106
Figure 4.11 Boiler and Grid Costs and Emissions
The tool calculates the gas and electricity consumption for each combination of
technologies (in kWh/year), taking into account the efficiencies of the technologies
for electricity and gas. If renewable energy technologies are used, then the total fuel
consumption of the technology combination can be reduced.
To calculate emissions associated with each option, emission factors are assumed to
be 0.43 kg CO2 /kWh for grid electricity, 0.19 kg CO2 /kWh for natural gas and 0 kg
CO2 /kWh for Renewables (DEFRA 2005). For the ST system, emissions associated
with the electricity consumption of the pump are taken into account.
The tool calculates the total CO2 emission in kg CO2 for each technology
combination using the following equation:
ggeeCO EFDEFDE 2
Equation 4.9
107
where, ECO2 is CO2 Emissions (kg CO2), De is electricity consumption (kWh), EFe is
electricity emission factor (kg CO2/kWh), Dg is gas consumption (kWh), and EFg is
gas emission factor (kg CO2/kWh).
To enable comparison of the different options, the unit cost of energy production (in
p/kWh) is calculated. The net present value (NPV) methodology is adopted in the
tool (Northcott 2002).
The life cycle energy cost is calculated for each combination option modelled in the
tool. For example, considering the Boiler + EGrid option, the overall system life
cycle cost is calculated as follows;
The lifetime energy output is calculated for the boiler using the following
expression:
OL = OA × n Equation 4.10
where, OL is the lifetime output (kWh), OA is the annual output (kWh), and n is the
project lifetime (years).
NPV capital cost:
CCNPV = CCcurrent + CCNPVreplacement Equation 4.11
where, CCNPV is Capital cost (£), CCcurrent is Current capital cost (£), CCNPVreplacement
is NPV replacement cost (£).
The replacement of the boiler is taken into account in the capital cost if the boiler
lifetime is shorter than the project lifetime.
NPV boiler replacement cost:
108
CCNPVreplacement = CCcurrent × (1 + DR)-n
Equation 4.12
Where, DR is the discount rate (%).
NPV fuel cost:
FCNPV = FCcurrent × [1 – (1 + DR)-n
] ÷ DR Equation 4.13
where, FCNPV = NPV Fuel cost (£) and FCcurrent = Current annual fuel cost (£)
NPV maintenance cost:
MCNPV = MCcurrent × [1 – (1 + DR)-n
] ÷ DR Equation 4.14
where, MCNPV = NPV Maintenance cost (£), MCcurrent = Current annual maintenance
cost (£)
NPV disposal cost:
DCNPV = DCcurrent × (1 + DR)-n
Equation 4.15
where, DCNPV = NPV Disposal cost (£), DCcurrent = Current disposal cost (£)
The costs are summed up to give a total net present value cost:
CNPVtotal = CCNPV + FCNPV + MCNPV + DCNPV Equation 4.16
where, CNPVtotal = Total NPV cost (£)
The boiler energy cost is obtained as follows:
100L
NPVtotalboiler
O
CEC Equation 4.17
109
where, ECboiler = Boiler system energy cost (p/kWh), CNPV,total = Total NPV cost of
boiler system (£) and OL = lifetime boiler output (kWh)
System energy cost:
The system energy cost is evaluated by first calculating the energy cost for the
production of heat (in this case the boiler energy cost) and for the production of
electricity (in this case the grid electricity cost). A system energy cost for the option
Boiler + EGrid is obtained using the equation below:
eh
eEGridhboiler
systemDD
DECDECEC
Equation 4.18
where, ECsystem is System energy cost (p/kWh), ECEGrid is Electricity Grid Energy
cost (p/kWh), Dh is heat demand (kWh), and De is electricity demand (kWh).
Energy cost calculations for the options “CHP+Boiler+EGrid”, “PV+Boiler+EGrid”,
“PV+CHP+Boiler+EGrid”, “ST+Boiler+EGrid”, and “ST+CHP+Boiler+EGrid” are
carried out in a similar fashion.
Annual CO2 emissions and emissions per kWh are calculated next for the Boiler and
Grid option. Annual emissions are calculated as follows:
ECO2 = fE × FI Equation 4.19
Where, ECO2 is annual emissions (kg CO2), fE is the CO2 emissions factor (0.19 kg
CO2/kWh for gas and 0.43 kg CO2/kWh for electricity), and FI is the annual fuel
input (kWh).
The total annual emissions, ECO2,Total (kg CO2) are calculated for the boiler:
ECO2,Total = ECO2,boiler + ECO2,grid Equation 4.20
110
Where, annual emissions (kg CO2) from the boiler: ECO2,boiler = 0.19 × FI and
annual emissions (kg CO2) from the grid: ECO2,grid = 0.43 × FI
Emissions per kWh are calculated as follows:
ECO2/kWh = Equation 4.21
Where, ECO2/kWh is emissions (kg CO2/kWh), DH is annual heat demand (kWh) and
De is annual electricity demand (kWh).
b) Block B2: CHP
Figure 4.12 shows the flow chart for Block B2. In this tool it is assumed that the
CHP heat to power fraction is 2:1. The overall efficiency of CHP system is usually
considered to be 80% or above.
The suitability of CHP schemes depends strongly on the number of running hours
with 4500 hours per annum as a general guideline for implementation of CHP
projects (CIBSE 1999). Therefore, the tool‟s subroutine of Block B2 first checks if
there is a demand for at least 4500 hours from the hot water and space heating load
profiles. Only when this criterion is met then the CHP sizing is carried out.
For every hour, it is assumed that the CHP is running when there is a heat demand in
that hour. The hours the CHP is running are then added up by the tool to give total
running hours per year.
CHP is usually sized to match base heat load (BRECSU 1996). The base load would
normally be the hot water demand of a building as this is the load that is present
throughout the year. However, sizing the CHP system above base load is usually
111
favoured as it offers better returns on investments and the reduction of CO2
emissions. Table 4.4 shows a simple comparative study of two CHP schemes with
one providing base load and the other above base load in 10 residential flats. It can
be seen that option 1, which sizes the CHP above base load, achieves lower
emissions with a smaller CHP size and a lower system cost than option 2 which
provides only base heat load. The computer tool therefore sizes CHP by using the
total heat load profile for the project. The optimum size of CHP in terms of costs and
emissions is calculated by minimising the saved costs of emissions in £/kg CO2.
Figure 4.12 Block B2: CHP
If the CHP unit is sized above the base load and there is no demand for heat, then hot
water could be stored or the system shut down. Any surplus heat produced could be
stored for the next period of the heating cycle where a boiler would supply any
deficit in heat generation. In this computer subroutine, the storage capacity is
yes
Hot water load profile
CHP sized
Block B1
CHP size Storage size
OUTPUT
Operating hours >4500
hrs/year?
no
112
assumed to be 50% of the surplus heat produced by the CHP in a summer day of the
month July.
Table 4.4 Comparison of CHP Sizing options
Option 1
(sized on total heat load:
above base load)
Option 2
(sized on water load:
base load only)
Optimum CHP size (kWth) 4 3
System cost (p/kWh) 2.6 2.9
Emissions (kg CO2/kWh) 0.24 0.26
£/kg CO2 saved 2.2 5.1
The sizing procedure for the CHP is as follows: The tool records cost of emissions
saved (£/kg CO2 saved) for every kW thermal rating of CHP starting with 1 kW until
a CHP size is reached that achieves less than 4500 running hours. From this list, the
tool then selects the CHP size achieving the lowest £/kg CO2 saved.
Table 4.7 shows an example table calculating the demand and supply of heat and
power for the CHP system and CHP running hours for a typical January day. Hourly
heat and electricity demands are listed in the table. CHP running hours are
determined (CHP is running if there is a heat demand), and the CHP heat and
electricity outputs are listed. The deficit and surplus heat and electricity are
calculated for each hour:
Deficit = D – OCHP Equation 4.22
Surplus = OCHP – D Equation 4.23
Where, D is electricity or heat demand (kWh) and OCHP CHP electricity or heat
output (kWh).
113
The total heat deficit for a day is calculated taking into account the heat storage. The
equation used in the cell in the Excel sheet is:
If Surplus (kWh/day) < Storage capacity (kWh/day),
Then Total Deficit = Deficit – Surplus,
Else Total Deficit = Deficit – Storage capacity. Equation 4.24
Where, Total Deficit is the heat deficit taking into account heat storage (kWh/day),
Deficit is the heat deficit before taking into account the heat storage (kWh/day) and
Surplus is the heat surplus (kWh/day).
In the tool‟s CHP spreadsheet, there are 12 tables like Table 4.5, one for a typical day
in each month.
Table 4.5 January demand vs supply for CHP
January
Time Heat demand (kWh) CHP CHP (kWh) Electricity CHP (kWh)
SH HW Total hours Output Deficit Surplus demand Output Deficit Surplus
1 7.4 1.0 8.3 1 10 0.0 1.7 6.0 5 1.0 0.0
2 14.7 1.3 15.9 1 10 5.9 0.0 4.9 5 0.0 0.1
3 21.8 0.0 21.8 1 10 11.8 0.0 5.1 5 0.1 0.0
4 14.2 0.0 14.2 1 10 4.2 0.0 4.8 5 0.0 0.2
5 19.9 0.0 19.9 1 10 9.9 0.0 4.7 5 0.0 0.3
6 10.0 0.4 10.3 1 10 0.3 0.0 4.9 5 0.0 0.1
7 128.1 3.3 131.3 1 10 121.3 0.0 7.3 5 2.3 0.0
8 104.4 0.0 104.4 1 10 94.4 0.0 16.1 5 11.1 0.0
9 109.4 13.7 123.1 1 10 113.1 0.0 21.2 5 16.2 0.0
10 35.4 8.3 43.7 1 10 33.7 0.0 22.0 5 17.0 0.0
11 41.2 10.2 51.4 1 10 41.4 0.0 23.0 5 18.0 0.0
12 38.6 14.9 53.5 1 10 43.5 0.0 21.7 5 16.7 0.0
13 32.6 10.8 43.4 1 10 33.4 0.0 23.2 5 18.2 0.0
14 49.1 8.0 57.1 1 10 47.1 0.0 24.3 5 19.3 0.0
15 37.8 13.3 51.2 1 10 41.2 0.0 23.2 5 18.2 0.0
16 58.4 5.8 64.2 1 10 54.2 0.0 22.6 5 17.6 0.0
17 51.2 4.5 55.7 1 10 45.7 0.0 23.6 5 18.6 0.0
18 102.8 7.6 110.4 1 10 100.4 0.0 22.6 5 17.6 0.0
19 67.4 5.6 72.9 1 10 62.9 0.0 24.6 5 19.6 0.0
20 80.4 1.0 81.3 1 10 71.3 0.0 30.0 5 25.0 0.0
21 64.6 8.1 72.7 1 10 62.7 0.0 25.9 5 20.9 0.0
22 33.9 5.9 39.8 1 10 29.8 0.0 23.4 5 18.4 0.0
23 7.4 5.1 12.4 1 10 2.4 0.0 15.8 5 10.8 0.0
24 12.1 14.7 26.7 1 10 16.7 0.0 9.8 5 4.8 0.0
1285.7 240 1047.3 1.7 410.5903 120 291.3 0.71207
1045.7 1.7 6335.8
114
The annual heat and electricity deficits and surpluses are calculated by first
calculating monthly figures (assuming each day in the same month is the same) and
then adding the monthly figures to obtain yearly ones.
For heat and electricity:
- Deficitmonthly = [(DeficitWD × 21.726) + (DeficitWE × 8.69)] Equation 4.25
Where, Deficitmonthly is monthly deficit (kWh), DeficitWD is weekday deficit (kWh),
and DeficitWE is weekend day deficit (kWh).
- Surplusmonthly = [(SurplusWD × 21.726) + (SurplusWE × 8.69)] Equation 4.26
Where, Surplusmonthly is monthly surplus (kWh), SurplusWD is weekday surplus
(kWh), and SurplusWE is weekend day surplus (kWh).
Any surplus electricity generated is exported to the grid and the annual electricity
demand from the grid is equal to the annual electricity deficit as calculated above.
The optimum CHP size is found as explained above, and the CHP heat store is
assumed to be 50% of the surplus heat produced by the CHP in a summer day of the
month July. The Boiler is sized on the deficit heat demand as in block B1. Figure
4.14 shows the user interface window that summarises these outputs.
Like boilers, installed capital and maintenance costs for CHP are strongly dependent
on power rating in kW of electrical output with the disposal cost to be equivalent to
twice the annual maintenance cost. Figure 4.14 shows the trend for capital cost of
CHP systems. Maintenance costs are assumed to be 2% of capital costs of the CHP
(EST 2006, University of Strathclyde 2006) and disposal costs are double the annual
maintenance costs.
115
Figure 4.13: CHP, Boiler and Grid Sizing Outputs interface CHP installed costs
y = 1676.6x-0.3025
0
200
400
600
800
1000
1200
0 50 100 150 200 250 300 350 400 450
CHP size (kWth)
£/k
Wth
Figure 4.14 Installed CHP capital costs (EST 2006, University of Strathclyde
2006)
Then another user interface asks for further changes of data, such as service life,
capital cost, etc as shown in Figure 4.15.
116
Figure 4.15: CHP and boiler costs interface
Emissions and NPV system energy cost are calculated in a similar fashion as in
Block B1. In addition, cost of emissions savings (£/kg CO2 saved) and % emissions
saved figures are calculated for this technology combination using the Boiler and
Grid option as the base case.
Emissions saved, ESCO2 (kg CO2 saved) for the CHP, Boiler and Grid option is:
Equation 4.27
Where, ESCO2,CBG is emissions saved in the CHP, Boiler and Grid option (kg CO2
saved), ECO2,BG is emissions of the boiler and grid option (kg CO2), and ECO2,CBG is
emissions of the CHP, boiler and grid option (kg CO2).
117
Cost per emissions savings, ESC (£/kg CO2 saved) is calculated for the CHP, Boiler
and Grid option:
Equation 4.28
Where, ESC is cost per emissions savings (£/kg CO2 saved), DH is heat demand
(kWh), ECsystem,heat is systems energy cost for heat (£/kWh), De is heat demand
(kWh), and ECsystem,electricity is systems energy cost for heat (£/kWh).
c) Block B3: Renewable Energy Technologies
Block B3 has been developed for the two different Excel tools:
i) A combination of Photovoltaic (PV) + CHP + Boiler + Grid
ii) A Combination of Solar thermal (ST) + CHP + Boiler + Grid
Figure 4.16: Block B3a – PV Figure 4.17: Block B3b – ST
Block A
ST collectors: Output Area
Collector type Limitations (area, % coverage)
OUTPUT
INPUT
Block B2
Block B2
Limitations (area, 10% renewables)
PV cells: Output Area
OUTPUT
INPUT
Block B1
118
Figures 4.16 and 4.17 show the flow diagrams of the two subroutine programmes for
block B3. The subroutine programmes of block B3 specifically enable the
determination of the required size for PV and solar thermal technology using the
following procedures.
i) PV sizing
To maximise conversion of solar radiation into electricity a PV panel should have a
tilt angle equal to approximately ± 15 degrees the angle of latitude of the site. In the
UK, a south facing PV panel with a 30 degrees tilt angle from the horizontal yields
the best results [DTI (1999)]. Assuming that the PV panel is not shaded, the area of
the panel for a given amount of electrical energy to be harvested over a period of
time is by CIBSE (2000):
PVs
ePV
LI
DS
)1( Equation 4.29
where, SPV is the PV required area(m2), De is the electricity demand (kW), Is is the
incident solar radiation (kW/m2), ηPV is the efficiency of the PV cells, and (1- L) is
the efficiency of the power conditioner (inverter, controller), transformer and
interconnection.
Polycrystalline PV panels are currently the most commonly used type of PV cells
(International Energy Agency 2003). With a maximum efficiency of 14% and losses
of 25% due to the power conditioner (inverter, controller), transformer and
interconnection (CIBSE 2000), polycrystalline panels have been adopted in this
computer tool. However, other types of PV could be incorporated. In this way the
119
user could compare the different PV cells before choosing the type of PV to be
installed.
Table 4.6 shows the hourly simulation of the PV system for a typical July day. The
system is simulated for a typical day in each month, to get an understanding of the
yearly performance of the system.
Table 4.6 Hourly PV simulations for a typical July day
July 0.62 0.62
Time
weekday
Electricity
weekend
Electricity
Solar
irradiance PV output
weekday
deficit
weekday
surplus
weekend
deficit
weekend
surplus
demand demand (W/m2) (kWh) (kWh) (kWh) (kWh) (kWh)
1 4.4 4.2 0 4.4 0 4.2 0
2 5.9 4.5 0 5.9 0 4.5 0
3 7.0 5.3 0 7.0 0 5.3 0
4 6.9 5.6 27 1.44 5.4 0 4.2 0
5 7.0 6.1 70.5 3.76 3.3 0 2.3 0
6 6.9 6.3 143.25 7.64 0.0 0.71 0.0 1.37
7 9.1 6.9 246 13.12 0.0 4.05 0.0 6.18
8 14.2 10.1 346 18.46 0.0 4.25 0.0 8.37
9 17.7 12.2 429.5 22.91 0.0 5.17 0.0 10.70
10 19.1 12.5 488.75 26.07 0.0 6.99 0.0 13.61
11 21.4 15.2 519.25 27.70 0.0 6.25 0.0 12.53
12 21.7 15.1 519.25 27.70 0.0 5.98 0.0 12.58
13 21.1 15.0 488.75 26.07 0.0 5.01 0.0 11.04
14 22.6 16.0 429.5 22.91 0.0 0.35 0.0 6.94
15 22.9 15.5 346 18.46 4.5 0 0.0 2.94
16 23.0 15.4 246 13.12 9.9 0 2.3 0
17 24.4 16.7 143.25 7.64 16.8 0 9.1 0
18 26.3 18.5 70.5 3.76 22.6 0 14.7 0
19 29.1 22.5 27 1.44 27.7 0 21.1 0
20 30.8 28.4 0 30.8 0 28.4 0
21 28.5 29.0 0 28.5 0 29.0 0
22 28.1 28.4 0 28.1 0 28.4 0
23 23.6 23.8 0 23.6 0 23.8 0
24 21.1 21.2 0 21.1 0 21.2 0
442.9 354.5 4540.5
Hourly PV output, OPV (kW) is calculated:
Equation 4.30
Where, OPV is PV output (kW).
Assuming a constant output for the PV during each hour, OPV can also have kWh
units, as is shown in Table 4.6. Deficit and surplus are also calculated for each hour.
It is assumed here that any surplus is exported to the grid and any deficit is imported
120
from the grid. Yearly surplus and deficit figures are therefore calculated using
equation 4.25.
Figure 4.18 shows that there is an optimum PV panel size (m2) that would yield the
lowest cost of saved CO2 emission. However, in some cases, there is a trivial solution
to the optimum PV area and hence the PV panel would be sized to generate required
power for the month of July when solar radiation is at its highest value.
PV area (m2)
Figure 4.18 Variation of PV panel area with cost of CO2 saved
In the computer tool, the user can select to size the PV panel to provide the optimum
annual electricity demand, providing there is no restriction on the amount of roof
area and capital cost. Alternatively, the user can select to size the PV panels either
restricting the maximum available area for the PV or selecting a 10% reduction in
CO2 emission of the site as shown in the user interface of Figure 4.19 and Figure
4.20.
If the tool calculates a PV area larger than the restricted area specified by the user,
then this restricted area is taken as the maximum area for the PV array. If the project
0
5
10
15
20
25
30
0 100 200 300 400 500
PV size (m2)
£/k
gC
O2 s
aved
121
requirement is to reduce carbon emissions by 10%, as is more frequently becoming
the case throughout the UK, the tool then calculates a PV size to achieve this target.
Figure 4.19 PV sizing options
Figure 4.20 Entering maximum array area available
The tool investigates two options that include PV:
- PV + Boiler + Grid (Option 3 – see Figure 4.7)
- CHP + PV + Boiler + Grid (Option 4 – see Figure 4.7)
For the PV + Boiler + Grid combination of technologies, the PV is sized first, as
described above. The boiler supplies the total heating demand and the grid supplies
the electricity demand not met by the PV.
122
Table 4.7 and Figure 4.21 show that CHP achieves a lower cost of emissions savings
than PV. Therefore in the CHP + PV + Boiler + Grid option, the CHP is sized first as
described in Block B2. The sizing of the CHP is based on the heat demand. If all the
electricity demand is met by the CHP, then the tool indicates that no PV installation
is required. If PV is required then the PV system is sized as described above. Figure
4.21 shows that the optimum size of PV with CHP would be 0m2. However, since the
tool examines the combination of PV with CHP, the CHP is sized first and then
considered with different sizes of PV in order to find an optimum size of PV. The
boiler and EGrid then supplies any remaining heat demand and electricity demand.
Table 4.7 Example Costs of emissions savings for CHP and PV
Example Optimum CHP size Optimum PV size
Cost of Emissions savings
(£/kgCO2 saved)
6.3 10.1
0
5
10
15
20
25
30
0 100 200 300
PV size (m2)
£/k
gC
O2 s
aved
£/kgCO2 saved for PV w ith CHP+Boiler+Grid
£/kgCO2 saved for PV only
Figure 4.21 Optimum size of PV with CHP+Boiler+Grid
123
Figure 4.22 shows sizes of the PV, Boiler and Grid and the percentage of emissions
saved in this option. The tool calculates estimated costs of the PV system (Figure
4.23). Figure 4.24 shows the typical costs collected and the formula used to estimate
the PV capital cost. PV maintenance and disposal costs are assumed to be 1% and
2% respectively of the capital costs. The costs and lifetime of the PV systems can
again be changed by the user (Figure 4.23).
Figure 4.22 PV + Boiler + Grid Outputs
124
Figure 4.23 PV lifetime and costs
Figure 4.24 Installed PV costs (Faber Maunsell 2003, EST 2006, DTI 2006, IEA
2003, IEA 2006)
Figure 4.25 shows sizes of the PV, CHP, Boiler and Grid and the percentage of
emissions saved in this option. The tool calculates cost estimates of the PV system.
Figure 4.26 shows the estimated costs and lifetime of the PV system, which can
again be changed by the user.
125
Figure 4.25 PV+CHP+Boiler+Grid Outputs
Figure 4.26 PV costs and lifetime
126
Finally, system energy costs, emissions, % emissions saved and the cost of emissions
savings are calculated for the PV+Boiler+Grid and the CHP+PV+Boiler+Grid
options, as for the other options.
ii) Solar Thermal (ST) sizing
In this work it is assumed that the solar thermal system supplies only domestic hot
water. Given that evacuated tube solar thermal collectors are most suitable for North
European climate, its characteristics were included in the computer tool. However,
other types of solar collectors could be included in the computer tool through
separate subroutines in future work. The computer tool evaluates the solar collector
output on an hourly basis for a typical day and for each month as follows (Duffie
1991). Table 4.8 shows an example of the solar thermal system simulation for a
typical day in July.
Table 4.8 Hourly solar thermal system simulation for a typical July day
July 1.00 1.00
Time
Weekday
Hot water
demand
Weekend
Hot water
demand
Abient
temperature
Solar
irradiance
Collector
efficiency ST output
weekday
deficit
weekday
deficit
after
storage
weekday
surplus
weeken
d deficit
weekend
day deficit
after
storage
weeken
d
surplus
Pump
running
hours
(kWh) (kWh) (degC) (W/m2) (kWh) (kWh) (kWh) (kWh) (kWh) (kWh) (kWh)
1 0.4 0.6 0 0 0.4 0.0 0 0.6 0.5 0 0
2 0.1 0.8 0 0 0.1 0.0 0 0.8 0.8 0 0
3 2.1 0.2 0 0 2.1 1.5 0 0.2 0.2 0 0
4 2.6 1.4 12.3 27 0 0 2.6 2.6 0 1.4 1.4 0 0
5 2.6 0.7 13.8 70.5 0 0 2.6 2.6 0 0.7 0.7 0 0
6 1.4 0.4 15.1 143.25 0 0 1.4 1.4 0 0.4 0.4 0 0
7 3.7 0.8 16.4 246 0.18 5.67 0.00 0.00 2.01 0.00 0.00 4.84 1
8 0.4 1.1 17.5 346 0.34 15.03 0.00 0.00 14.58 0.00 0.00 13.94 1
9 13.9 0.6 18.5 429.5 0.42 22.86 0.00 0.00 9.00 0.00 0.00 22.29 1
10 12.6 2.7 19.3 488.75 0.46 28.49 0.00 0.00 15.91 0.00 0.00 25.79 1
11 11.6 1.9 20.0 519.25 0.48 31.49 0.00 0.00 19.94 0.00 0.00 29.63 1
12 14.6 10.2 20.6 519.25 0.48 31.72 0.00 0.00 17.09 0.00 0.00 21.52 1
13 8.7 14.8 20.9 488.75 0.47 29.16 0.00 0.00 20.43 0.00 0.00 14.40 1
14 9.8 7.9 21.1 429.5 0.44 23.95 0.00 0.00 14.14 0.00 0.00 16.06 1
15 7.7 1.5 21.0 346 0.38 16.52 0.00 0.00 8.82 0.00 0.00 14.98 1
16 4.7 1.3 20.8 246 0.24 7.52 0.00 0.00 2.83 0.00 0.00 6.17 1
17 5.7 1.9 20.3 143.25 0 0 5.7 0.0 0 1.9 0.0 0 0
18 10.8 7.4 19.6 70.5 0 0 10.8 0.0 0 7.4 0.0 0 0
19 6.8 3.9 18.7 27 0 0 6.8 0.0 0 3.9 0.0 0 0
20 2.2 12.8 0 0 2.2 0.0 0 12.8 0.0 0 0
21 3.4 8.9 0 0 3.4 0.0 0 8.9 0.0 0 0
22 9.1 4.1 0 0 9.1 0.0 0 4.1 0.0 0 0
23 5.0 3.6 0 0 5.0 0.0 0 3.6 0.0 0 0
24 3.7 5.3 0 0 3.7 0.0 0 5.3 0.0 0 0
143.7 94.6 4540.5 8.2 8.2 124.77 3.94 3.94 169.62 310
47.91 47.91
127
The output of the solar thermal system is calculated:
scsscsc IAQ Equation 4.31
where, Qsc is the collector output rating (kW), Asc is the collector area (m2), Is is the
incident solar radiation normal to the collector (kW/m2), and ηsc is the collector
efficiency (%).
Typical evacuated solar collector efficiency can be expressed by the following
empirical relationship (Atmaca 2003):
s
AmSCav
scI
TT 3.37.0 Equation 4.32
where, TSCav and TAm are the average collector temperature (°C) and ambient
temperature (°C) respectively.
Ambient temperatures and solar radiation at 30 degrees tilt south-facing at different
times throughout the day and year were obtained from the European Commission
Directorate General Joint Research Centre. The average collector temperature is
assumed to be 55°C.
The hot water storage capacity is assumed to be 1/3 of the daily hot water demand, as
is the case for the boiler system. Hourly deficit and surplus values are calculated, as
well as the hourly deficit after hot water storage has been taken into account. The
latter is especially important for the sizing of solar thermal with CHP.
Like in most active solar thermal collectors, the electrical power consumption of the
pump to circulate the heat carrying fluid could be substantial. The pump is usually
activated by a dedicated controller when there is sufficient temperature difference
128
(e.g., 3oC) between the solar collector and hot water storage tank. The power
consumption can be calculated as:
HPD pep Equation 4.33
where, Dep is the pump electricity consumption (kWh), Pp is the pump power rating
(kW) and H is the number of operating hours (hours).
Typical power consumption of a solar thermal collector pump depends essentially on
the size of the solar collector. Table 4.9 shows estimates of power consumption of a
solar collector pump obtained through private communication from the solar thermal
department of Viessmann, a solar technology company based in Telford, Shropshire.
This data is incorporated into the computer tool to calculate the power consumption
of the solar collector.
Table 4.9 Pump power estimates (Viessmann 2007)
Solar thermal collector
size (m2)
Pump power (W)
1-5 40
5-10 60
10-15 75
15-20 140
20-25 210
25-30 245
The tool optimises the solar thermal system to find the collector size to achieve an
optimum cost of emission saving in £/kg CO2 saved. Figure 4.27 shows that the cost
of emissions saved varies with the size of ST collector and there is an optimum size
for a given building load (e.g., a building consisting of 20 2-bedroom flats has an
optimum surface area of about 70m2 and would cost about £11 per kg of CO2 saved).
129
10
10.2
10.4
10.6
10.8
11
11.2
11.4
11.6
11.8
12
0 10 20 30 40 50 60 70 80 90
m2
£/k
gC
O2 s
aved
Figure 4.27 Optimum ST collector size
As in the PV sizing tool, the user can select a limitation in the sizing procedure as
shown in Figure 4.28. A maximum collector array area can be entered or the user can
select the option where the tool calculates an array area that achieves the maximum
reduction in carbon emissions. If no limitation is selected the ST collector is sized as
described above.
Figure 4.28 ST sizing options
The option of achieving a 10% reduction in emissions is not available in the ST tool.
This is due to the fact that the ST only supplies hot water and from Figure 4.29, this
130
figure could not be achieved by using ST alone, unless seasonal storage was used and
this option therefore is currently not included in the tool.
Figure 4.29 Yearly energy demand distribution for example building
The sizing tool for ST considers two options that include:
ST + Boiler + Grid
ST + CHP + Boiler + Grid
For the first option (i.e., ST + Boiler + Grid combination), the solar thermal collector
is sized to provide as much heat as permissible within the design limitations
described above. Then the boiler is used to supply the remaining hot water and
heating demand, whereas the Grid would supply the electricity demand. Figures 4.30
and 4.31 show the user interface windows of the sizing tool for the technology and
the associated costs and emissions. Furthermore, lifetime and cost estimates are
calculated separately as shown in Figure 4.31, for which the user can choose
appropriate operational parameters.
131
Figure 4.30 ST+Boiler+Grid Outputs
Figure 4.31 ST+Boiler lifetime & costs
132
The second option which integrates solar thermal with CHP in the ST + CHP +
Boiler + Grid option is less straight forward than integrating PV with CHP as solar
thermal and CHP technologies are both sized on heat demand. Solar thermal provides
higher CO2 emissions savings than CHP; however CHP is economically more viable
than solar thermal. Approximate costs of solar thermal installations are summarized
in Table 4.10. Solar thermal maintenance costs and disposal costs were assumed to
be 2% and 5% respectively of the installed capital cost.
Table 4.10 Installed solar thermal costs (Faber Mausell 2003, EST 2006)
price (£) for 4 m2 of
ST collectors £/m2
3500 875
3150 787.5
4000 1000
3000 750
Average 853
For the ST + CHP + Boiler + Grid option, the tool calculates the optimum CHP size
for different ST collector sizes to find an optimum combination of ST and CHP in
terms of £/kgCO2 saved. However if an area limitation was selected by the user as
described in Figure 4.28, then the ST areas considered in this calculation will be
limited to the value entered by the user. If the limitation selected was to achieve a
maximum CO2 emissions reduction, then the tool will find the combination of CHP
and ST to achieve the highest % carbon emissions saved.
As was the case for the PV tool, the user can review the outputs of the ST tool and go
back to revise any of the inputs if necessary, as shown in Figure 4.32. Technology
lifetime, capital cost, maintenance cost and disposal costs can also be changed by the
user in a separate procedure as shown in Figure 4.33.
133
Figure 4.32 ST+CHP Outputs
Figure 4.33 ST+CHP+Boiler lifetime & costs
134
Finally, system energy costs, emissions, % emissions saved and the cost of emissions
savings are calculated for the ST+Boiler+Grid and the ST+CHP+Boiler+Grid
options, as for the other options.
4.2.3 BLOCK C: Most Probable Options and their Comparison
Figure 4.34 shows the flow chart for Block C. The Monte Carlo method is applied to
take into account the uncertainty of building energy load profiles.
Figure 4.34 Block C – Most probable options and their comparison
The most probable options from the outputs from block B are found and are
summarized in terms of system energy costs and emissions (Figures 4.35 and 4.36).
The user can subsequently make an informed decision as to which technology
combination to choose.
Load profiles, which are an important input to the tool, are difficult to predict and are
therefore largely uncertain. The Monte Carlo Method is used to account for this
uncertainty by sizing each of the combination options described above for 100
different load profiles.
Block B Block A
Most probable options
OUTPUT
The Monte Carlo method is applied to account for uncertainties of building load profiles.
Outputs are stored
Most probable options are found
135
Figure 4.35 PV Tool Option Comparison
Figure 4.36 ST Tool Option Comparison
136
This is an iterative process and the number of times this simulation process is carried
out depends on the determination of the number of trials required for the Monte
Carlo method to give a significant confidence level. In this tool 100 iterations were
performed for the simulation to achieve a high confidence level. The method is
carried out as follows:
- Each load profile present in the sizing tool is assigned a number.
- Then the tool generates a random number, and selects the load profile associated
to the generated random number.
- Using the selected load profile, the simulation is run for each of the technology
combination options for sizing and cost analysis.
- The cost and emissions for each technology combination option are obtained and
recorded in a spreadsheet. Figure 4.37 shows an extract of this spreadsheet.
- The simulation process is repeated for the estimated number of trials (i.e., 100).
Therefore yielding 100 outputs.
- For each combination the most likely technology sizes, costs and emissions are
obtained.
These results can then be compared by the user (as described in Figure 4.35 and
Figure 4.36), to make the ultimate decision based on the economical and
environmental criteria of the project. The random selection of load profiles is
explained in more detail using an example in the next chapter in section 5.2.1.
Finally, feedback into the tool is important, so that the tool can be updated and
improved as it is being used. For example, costs will change over time and will
therefore need to be updated regularly; and, as more building energy load profiles
become available, these could be added into the tool.
137
Figure 4.37 Option outputs spreadsheet
4.3 CONCLUSION
A thorough description of the technology sizing tool was carried out in this section.
The sizing procedures of the different technologies (i.e., gas-fired CHP systems,
solar thermal systems, PV panels, fossil fuel boilers and national grid electricity) and
combinations of technologies were described as well as the economic and
environmental analysis of the options. The application of the Monte Carlo method in
the tool, to take into account the uncertainty of building energy load profiles, was
also outlined in this chapter.
In the following chapter a case study is used to run the tool and to show results of the
tool together with a manual calculation for the same example to check the tools
outputs are correct.
138
Chapter 5:
Computer tool evaluation and results
5.1 INTRODUCTION
Using the case study outlined below, a sample calculation is carried out to show the
tool‟s calculation procedures in section 5.2. The tool is then run in section 5.3 using
the same example. The outputs of the sample calculation and the tool‟s outputs are
then compared to check the tool‟s outputs are correct. The case study used is a
mixed-use office and residential building located in the UK. The building, with a
total floor area of 1750m2, consists of three clusters of 5 two-bedroom flats of 100m
2
each, 15 one-bedroom flats of 50m2 each, and 500m
2 of office space with occupancy
capacity of 50 people. In this analysis, it is assumed that the building loads and load
profiles are not known in advance and hence the tool uses its database of load
profiles that match each cluster building. Three different technologies are evaluated
in the tool: combined heat and power, solar thermal collectors for hot water and
photovoltaic panels for electivity generation with an operation life time of 15, 20 and
30 years respectively. To evaluate the economic viability and compare different
technologies that may be suitable for this type of building project, it was assumed
that gas prices and mains electricity tariff are 2.28p/kWh and 8.2p/kWh respectively,
whereas on-site generated surplus electrical power is sold back to the grid at 3p/kWh.
The project lifetime is assumed to be 30 years and at a discount cash flow rate of 5%.
139
5.2 SAMPLE CALCULATION
The tool‟s calculation procedures are outlined below using the case just described.
5.2.1 Building loads
a) Rule of Thumb energy loads
The rule of thumb (RoT) building energy load calculation is carried out by the tool as
follows using equations 4.1 - 4.4:
For this example:
- For the 5 two-bedroom flats of 100 m2 each, using RoT of 75 l/bedroom/day
for hot water, 60 W/m2 for space heating and 41 kWh/m
2/year for electricity:
DHW = 75 x 2 x 5 = 750 l/day.
DSH = 60 x 100 x 5 = 30 000 W = 30 kW
De = 41 x 100 x 5 = 20 500 kWh/year
- for the 15 one-bedroom flats of 50 m2 each, using RoT of 115 l/bedroom/day
for hot water, 60 W/m2 for space heating and 41 kWh/m
2/year for electricity:
DHW = 115 x 1 x 15 = 1725 l/day.
DSH = 60 x 50 x 15 = 45 000 W = 45 kW
De = 40 x 50 x 15 = 30 000 kWh/year
140
- for the 500 m2 office space without canteen with an occupancy of 50, using
RoT of 10 l/person/day for hot water, 70 W/m2 for space heating and 33
kWh/m2/year for electricity:
DHW = 10 x 50 = 500 l/day.
DSH = 70 x 500 = 35 000 W = 35 kW
De = 33 x 500 = 16 500 kWh/year
Total loads are then calculated in the spreadsheet (Figure 5.1):
DHW = 750 + 1725 + 500 = 2975 l/day.
DSH = 30 + 45 + 35 = 110 kW
De = 20 500 + 30 000 + 16 500 = 67 000 kWh/year
Figure 5.1 RoT building energy loads summary
b) Load profiles
In this example, it is assumed the load profiles are not known and the database of
load profiles is therefore used to determine the building energy load profiles for this
building. The following calculation procedures however are only for one set of load
profiles and the Monte Carlo method is only applied in section 5.3 when the tool is
run.
141
daily hot water load profiles (litres/hour)
weekday
hours
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
0 0 0 0 0 0 0 0 0 0 0 25 0 0 0 0 3 3 0 0 20 0 0 0
0 0 0 0 0 0 0 37 0 20 0 0 0 0 0 0 0 3 0 5 3 10 0 0
3 0 0 0 0 0 0 0 0 3 0 3 0 3 0 0 0 0 0 0 20 0 0 3
0 0 0 0 0 0 0 0 0 20 3 0 0 0 0 0 0 0 0 3 0 0 0 0
0 0 0 0 17 0 0 0 0 0 3 20 17 0 0 0 0 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 25 20 0 0 0 0 0 3 0 20 0 0 0 3
0 0 0 0 0 0 0 17 20 0 0 3 6 0 0 0 3 0 6 0 0 0 5 0
0 0 0 0 0 0 0 17 20 3 0 0 0 0 0 3 8 3 3 0 0 3 0 0
0 0 0 0 0 17 0 0 20 17 0 0 0 0 0 0 0 0 0 0 17 0 5 0
0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 0 3 0 3 0
0 0 0 0 0 0 0 0 0 0 40 0 0 3 0 20 0 0 3 0 25 20 0 3
0 0 0 0 0 0 0 0 20 17 17 0 0 0 0 0 0 0 0 0 0 0 5 0
0 0 25 20 0 0 0 0 0 0 20 3 0 0 0 0 17 0 0 0 25 0 0 3
0 0 5 17 0 0 0 0 0 0 17 0 0 0 0 0 20 0 3 0 5 0 0 3
0 0 0 0 0 0 0 37 0 20 0 0 0 0 0 0 0 3 0 5 3 10 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0
0 0 0 0 0 17 0 0 20 0 0 0 17 0 0 0 0 0 0 0 0 0 0 20
0 0 0 0 0 17 0 0 37 0 0 0 0 0 0 0 0 0 0 0 0 5 17 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17
0 0 0 0 0 0 0 0 0 0 42 0 0 0 8 0 0 23 0 0 0 5 0 3
0 0 0 0 0 0 0 100 50 50 50 50 100 100 50 50 100 50 0 0 0 0 0 0
weekend
hours
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
0 0 0 0 0 0 0 0 0 6 3 0 20 20 0 0 0 0 0 0 0 5 3 3
0 0 0 0 0 0 0 0 0 0 0 0 25 0 0 0 0 20 5 20 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 25 0 0 0 0 20 5 20 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 17 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 6 34 0 0 0 0 0 17 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 3 3 0 17 0 0 0 3 0 25 0 5 0 3
0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 28 8 8 25
5 0 0 0 0 0 0 0 0 20 0 34 0 0 0 0 3 0 0 0 0 0 11 0
0 5 0 6 0 0 0 0 0 0 0 20 0 17 0 0 5 0 0 17 5 3 0 0
0 0 0 0 0 0 0 0 0 0 0 6 17 6 3 0 0 0 3 20 17 0 0 0
0 0 0 0 0 0 0 0 0 0 0 6 17 6 3 0 0 0 3 20 17 0 0 0
0 0 0 0 3 0 3 3 0 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 17 0 0 0 0 0 0
0 5 0 6 0 0 0 0 0 0 0 20 0 17 0 0 5 0 0 17 5 3 0 0
0 0 0 0 3 0 3 3 0 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 6 17 6 3 0 0 0 3 20 17 0 0 0
0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 28 8 8 25
0 0 0 0 0 0 0 0 0 6 3 0 20 20 0 0 0 0 0 0 0 5 3 3
0 0 0 0 0 0 0 3 0 0 3 0 17 0 0 5 0 0 0 0 0 5 0 0
0 0 0 0 0 0 0 0 0 0 0 0 25 0 0 0 0 20 5 20 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Figure 5.2 Hourly hot water demands for typical January weekday and
weekend day
For this example building, consisting of 15 one-bedroom flats, 5 two-bedroom flats
and 500 m2 of office space where the load profiles are not known, the tool selects 20
load profiles randomly from the “flats” section of the load profile database for hot
water, space heating and hot water respectively. A load profile is then randomly
selected for each hot water, space heating and electricity from the office database,
which are then multiplied by 500 to give the load profiles for the office space of 500
m2. This is carried out for both weekend and weekday profiles. The data for these
load profiles are shown in Figures 5.2-5.4. The load profiles for the different building
142
types are then summed up to give total hot water, space heating and electricity load
profiles for the building for a weekday and weekend day respectively (Figure 5.5).
Heating Load Profiles
weekday
hours
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
0 0.3 0.2 0.05 0.3 0 3.5 4.2 3.5 1.1 1 1 0.7 1.2 0.7 1.6 1.5 3.3 3 3 2.6 1 0 0.3
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
0 0.3 0.2 0.05 0.3 0 3.5 4.2 3.5 1.1 1 1 0.7 1.2 0.7 1.6 1.5 3.3 3 3 2.6 1 0 0.3
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
0 0.3 0.2 0.05 0.3 0 3.5 4.2 3.5 1.1 1 1 0.7 1.2 0.7 1.6 1.5 3.3 3 3 2.6 1 0 0.3
0 0.3 0.2 0.05 0.3 0 3.5 4.2 3.5 1.1 1 1 0.7 1.2 0.7 1.6 1.5 3.3 3 3 2.6 1 0 0.3
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
0 0.3 0.2 0.05 0.3 0 3.5 4.2 3.5 1.1 1 1 0.7 1.2 0.7 1.6 1.5 3.3 3 3 2.6 1 0 0.3
0 0.3 0.2 0.05 0.3 0 3.5 4.2 3.5 1.1 1 1 0.7 1.2 0.7 1.6 1.5 3.3 3 3 2.6 1 0 0.3
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
0 0.3 0.2 0.05 0.3 0 3.5 4.2 3.5 1.1 1 1 0.7 1.2 0.7 1.6 1.5 3.3 3 3 2.6 1 0 0.3
0 0.3 0.2 0.05 0.3 0 3.5 4.2 3.5 1.1 1 1 0.7 1.2 0.7 1.6 1.5 3.3 3 3 2.6 1 0 0.3
0 0.3 0.2 0.05 0.3 0 3.5 4.2 3.5 1.1 1 1 0.7 1.2 0.7 1.6 1.5 3.3 3 3 2.6 1 0 0.3
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4
weekend
hours
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
0 0.3 0.2 0.05 0.3 0 3.5 4.2 3.5 1.1 1 1 0.7 1.2 0.7 1.6 1.5 3.3 3 3 2.6 1 0 0.3
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
0 0.3 0.2 0.05 0.3 0 3.5 4.2 3.5 1.1 1 1 0.7 1.2 0.7 1.6 1.5 3.3 3 3 2.6 1 0 0.3
0 0.3 0.2 0.05 0.3 0 3.5 4.2 3.5 1.1 1 1 0.7 1.2 0.7 1.6 1.5 3.3 3 3 2.6 1 0 0.3
0 0.3 0.2 0.05 0.3 0 3.5 4.2 3.5 1.1 1 1 0.7 1.2 0.7 1.6 1.5 3.3 3 3 2.6 1 0 0.3
0 0.3 0.2 0.05 0.3 0 3.5 4.2 3.5 1.1 1 1 0.7 1.2 0.7 1.6 1.5 3.3 3 3 2.6 1 0 0.3
0 0.3 0.2 0.05 0.3 0 3.5 4.2 3.5 1.1 1 1 0.7 1.2 0.7 1.6 1.5 3.3 3 3 2.6 1 0 0.3
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
0 0.3 0.2 0.05 0.3 0 3.5 4.2 3.5 1.1 1 1 0.7 1.2 0.7 1.6 1.5 3.3 3 3 2.6 1 0 0.3
0 0.3 0.2 0.05 0.3 0 3.5 4.2 3.5 1.1 1 1 0.7 1.2 0.7 1.6 1.5 3.3 3 3 2.6 1 0 0.3
0 0.3 0.2 0.05 0.3 0 3.5 4.2 3.5 1.1 1 1 0.7 1.2 0.7 1.6 1.5 3.3 3 3 2.6 1 0 0.3
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
0 0.3 0.2 0.05 0.3 0 3.5 4.2 3.5 1.1 1 1 0.7 1.2 0.7 1.6 1.5 3.3 3 3 2.6 1 0 0.3
0 0.4 1 0.5 0.8 0.2 7.4 5.2 5.4 1 1.5 1.3 1 2 1.4 2.5 2 5 3 4 3 1.5 0 0.2
10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4
Figure 5.3 Hourly space heating demands for a typical January weekday and
weekend day
To calculate monthly loads, it is assumed that there are 365 x 5 / 7 /12 = 21.726
weekdays per months and 365 × 2 / 7 /12 = 8.69 weekend days per month. January
hot water load, (cell B49) is therefore calculated as:
DHW,J = (21.726 × DHW,J,WD) + (8.69 × DHW,J,WE) Equation 4.5
143
Where, DHW,J is total January hot water load (litres), DHW,J,WD is January
weekday hot water demand (litres) and DHW,J,WE is January weekend hot water
demand (litres).
In this case: DHW,J = (21.726 × B45) + (8.69 × G45) = (21.726 × 2240) + (8.69 ×
1475) = 61 485 l
Electricity Load Profiles
weekday
hours
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
0.15 0.75 0.9 0.65 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.4 1.2 1.65 1.2 0.85 0.85 0.6 0.4
0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.5 0.2 0.2 0.2 0.2 0.4 0.75 1 0.95 1.05 0.9 0.75 0.95 0.7 0.8 0.6 0.3
0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.5 0.4 0.45 0.5 0.4 0.3 0.4 0.3 0.35 0.4 0.55 0.9 1.1 1 1 0.7 0.4
0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.5 0.2 0.2 0.2 0.2 0.4 0.75 1 0.95 1.05 0.9 0.75 0.95 0.7 0.8 0.6 0.3
0.15 0.75 0.9 0.65 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.4 1.2 1.65 1.2 0.85 0.85 0.6 0.4
0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.5 0.4 0.45 0.5 0.4 0.3 0.4 0.3 0.35 0.4 0.55 0.9 1.1 1 1 0.7 0.4
0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.4 0.7 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.7 1.9 1.8 1.7 0.75 0.4
0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.4 0.7 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.7 1.9 1.8 1.7 0.75 0.4
0.15 0.75 0.9 0.65 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.4 1.2 1.65 1.2 0.85 0.85 0.6 0.4
0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.4 0.7 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.7 1.9 1.8 1.7 0.75 0.4
0.25 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.4 1.4 0.5 0.6 0.45 0.2 0.15 0.15 0.4 0.55 0.9 0.85 0.5 0.4
0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.5 0.4 0.45 0.5 0.4 0.3 0.4 0.3 0.35 0.4 0.55 0.9 1.1 1 1 0.7 0.4
0.25 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.4 1.4 0.5 0.6 0.45 0.2 0.15 0.15 0.4 0.55 0.9 0.85 0.5 0.4
0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.5 0.4 0.45 0.5 0.4 0.3 0.4 0.3 0.35 0.4 0.55 0.9 1.1 1 1 0.7 0.4
0.25 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.4 1.4 0.5 0.6 0.45 0.2 0.15 0.15 0.4 0.55 0.9 0.85 0.5 0.4
0.15 0.75 0.9 0.65 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.4 1.2 1.65 1.2 0.85 0.85 0.6 0.4
0.15 0.75 0.9 0.65 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.4 1.2 1.65 1.2 0.85 0.85 0.6 0.4
0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.25 0.5 0.6 0.7 0.5 1.05 0.85 0.5 0.45 0.55 0.6 0.65 0.85 1 0.65 0.75 0.45
0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.4 0.7 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.7 1.9 1.8 1.7 0.75 0.4
0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.5 0.2 0.2 0.2 0.2 0.4 0.75 1 0.95 1.05 0.9 0.75 0.95 0.7 0.8 0.6 0.3
2.28 2.24 2.28 2.26 2.28 2.86 5.29 8.36 12.6 14 14.3 14.3 14.2 14.1 14.1 14 13.6 11.5 8.93 6 3.38 2.38 2.02 2
weekend
hours
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
0.25 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.4 1.4 0.5 0.6 0.45 0.2 0.15 0.15 0.4 0.55 0.9 0.85 0.5 0.4
0.15 0.75 0.9 0.65 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.4 1.2 1.65 1.2 0.85 0.85 0.6 0.4
0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.5 0.2 0.2 0.2 0.2 0.4 0.75 1 0.95 1.05 0.9 0.75 0.95 0.7 0.8 0.6 0.3
0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.25 0.5 0.6 0.7 0.5 1.05 0.85 0.5 0.45 0.55 0.6 0.65 0.85 1 0.65 0.75 0.45
0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.4 0.7 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.7 1.9 1.8 1.7 0.75 0.4
0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.4 0.7 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.7 1.9 1.8 1.7 0.75 0.4
0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.5 0.4 0.45 0.5 0.4 0.3 0.4 0.3 0.35 0.4 0.55 0.9 1.1 1 1 0.7 0.4
0.25 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.4 1.4 0.5 0.6 0.45 0.2 0.15 0.15 0.4 0.55 0.9 0.85 0.5 0.4
0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.5 0.4 0.45 0.5 0.4 0.3 0.4 0.3 0.35 0.4 0.55 0.9 1.1 1 1 0.7 0.4
0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.25 0.5 0.6 0.7 0.5 1.05 0.85 0.5 0.45 0.55 0.6 0.65 0.85 1 0.65 0.75 0.45
0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.4 0.7 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.7 1.9 1.8 1.7 0.75 0.4
0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.4 0.7 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.7 1.9 1.8 1.7 0.75 0.4
0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.25 0.5 0.6 0.7 0.5 1.05 0.85 0.5 0.45 0.55 0.6 0.65 0.85 1 0.65 0.75 0.45
0.25 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.4 1.4 0.5 0.6 0.45 0.2 0.15 0.15 0.4 0.55 0.9 0.85 0.5 0.4
0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.25 0.5 0.6 0.7 0.5 1.05 0.85 0.5 0.45 0.55 0.6 0.65 0.85 1 0.65 0.75 0.45
0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.5 0.2 0.2 0.2 0.2 0.4 0.75 1 0.95 1.05 0.9 0.75 0.95 0.7 0.8 0.6 0.3
0.15 0.75 0.9 0.65 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.4 1.2 1.65 1.2 0.85 0.85 0.6 0.4
0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.4 0.7 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.7 1.9 1.8 1.7 0.75 0.4
0.25 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.4 1.4 0.5 0.6 0.45 0.2 0.15 0.15 0.4 0.55 0.9 0.85 0.5 0.4
0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.4 0.7 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.7 1.9 1.8 1.7 0.75 0.4
1.9 1.9 1.91 1.88 1.97 1.95 2.02 2.07 2.07 1.97 2 1.93 1.98 1.98 1.97 2.03 2.09 2.12 2.07 2.05 2.03 2.07 1.9 1.97
Figure 5.4 Hourly electricity demands for a typical January weekday and
weekend day
Space heating and electricity loads are calculated in the same way. For other months
in the year, factors are applied to take into account the varying demand throughout
the year.
144
DHW = [(21.726 × DHW,WD) + (8.69 × DHW,WE)] × f Equation 4.6
Where, f is the monthly factor.
For example space heating for April (cell C52) is calculated as [(21.726×C45)+
(8.69×H45)]×G52 = [(21.726×1410)+(8.69×1394)]×0.51 = 21669 kWh (Figure 5.6).
Figure 5.5 Daily building energy load profiles summary
Figure 5.6 Monthly building energy loads and monthly load factors
The hot water demand profile is converted from litres to kWh in columns C and F in
Figure 5.7 using equation 4.6. For example, at 01:00 on a weekday hot water
demand is 7 litres (Figure 5.5). The demand in kWh during that hour (Cell C14
145
Figure 5.7) therefore is: DHW (kWh) = DHW (litres) × 4.2 × 55 / 3600 = 7 × 4.2 × 55 /
3600 = 0.4 kWh
Annual heat load DH (kWh) (cell D40 in Figure 5.7) is calculated by adding the
space heating load DSH (kWh) and the hot water load DHW (kWh).
Dh = DSH + DHW = 219 294 + 47 344 = 266 637 kWh/year
The annual electricity demand (cell J40 in Figure 5.7) is calculated by adding the
demands for each month and is rounded to the nearest 100 kWh. Therefore, in this
example, the electricity demand, De = 190 900 kWh.
5.2.2 Supply of heat and electricity from a Boiler and Grid
a) Boiler sizing
Figure 5.7 Boiler Sizing spreadsheet
146
The peak heat demand (cell D5) is found from the weekday and weekend heat load
profiles (rows D and G). In this example, peak heat demand, DH,p = 134 kW and
boiler efficiency, ηb = 80%. Therefore using equation 4.8, the boiler size, Sb is:
= 134 / 0.8 = 167 kW. The boiler size is rounded up to the nearest kW.
The boiler size in this case therefore is 168 kW.
The hot water storage is assumed to be 1/3 of a day‟s hot water demand of either
weekday or weekend day, depending on which demand is largest. In this case, the
storage is therefore assumed to be 2240 / 3 = 747 litres.
Figure 5.8 Boiler costs spreadsheet
147
b) System costs and emissions
1) Boiler
The annual boiler heat output Oboiler is the annual heat demand DH as previously
calculated. The boiler fuel input FIboiler (kWh) therefore is:
FIboiler = Oboiler / ηboiler = 266 637 / 0.80 = 333 296 kWh
Assuming a gas cost, GC of 2.28 p/kWh in this case, the annual fuel cost FCboiler
(£/year) is:
FCboiler = FIboiler × GC = 333 296 × 2.28 / 100 = £ 7 599 /year
The boiler capital cost is calculated using the equation from Figure 4.10:
CCboiler = 1058.7 × Sb-0.3314
× Sb = 1058.7 × 168 -0.3314
× 168 = £ 32 555
Annual boiler maintenance cost is:
MCboiler = CCboiler × 2% = £ 652 /year
Boiler disposal cost is:
DCboiler = MCboiler × 2 = £ 1 304
Next, the net present value (NPV) system cost is calculated.
Assuming a project lifetime, n of 30 years, the lifetime energy output, OL
(kWh) (cell F66 Figure 5.8) is calculated for the boiler using equation 4.10:
OL,boiler = Oboiler × n = 266 637 × 30 = 7 999 115 kWh
148
NPV boiler replacement cost CCNPVreplacement (£) is calculated using equation
4.12. In this case the boiler is only replaced once during the project lifetime as the
boiler lifetime is 15 years and project lifetime is 30 years. The discount rate is
assumed to be 5 % in this case.
CCNPVreplacement = CCcurrent × (1 + DR)-n
= 32 555 × (1 + 0.05)-15
= £ 15 660
NPV capital cost is calculated using equation 4.11:
CCNPV = CCcurrent + CCNPVreplacement = 32 555 + 15 660 = £ 48 215
Boiler NPV fuel cost using equation 4.13:
FCNPV,boiler = FCboiler × [1 – (1 + DR)-n
] / DR = 7 599 × [1 – (1 + 0.05)-30
] / 0.05 = £
116 818
Boiler NPV maintenance cost using equation 4.14:
MCNPV,boiler = MCboiler × [1 – (1 + DR)-n
] / DR = 652 × [1 – (1 + 0.05)-30
] / 0.05 =
£10 023
Boiler NPV disposal cost using equation 4.15:
DCNPV,boiler = DCboiler × (1 + DR)-n
= 1 304 × (1 + 0.05)-30
= £ 302
The costs are summed up to give a total NPV cost (equation 4.16):
CNPVboiler,total = CCNPV,boiler + FCNPV,boiler + MCNPV,boiler + DCNPV,boiler
= 48 215 + 116 818 + 10 023 + 302 = £ 175 357
149
The boiler energy cost is obtained using equation 4.17:
19.21007999115
175357100
,
Lboiler
totalNPVboiler
boilerO
CEC p/kWh
2) Grid
Electricity lifetime output OLe (kWh) is:
OLe = De × n = 190 900 × 30 = 5 727 000 kWh
Assuming an electricity cost, EC of 8.20 p/kWh in this case, the annual fuel
cost FCe (£/year) is:
FCe = De × EC = 190 900 × 8.2 / 100 = £ 15 653 /year
NPV fuel cost FCNPV,e is:
FCNPV,e = FCe × [1 – (1 + DR)-n
] / DR = 15653 × [1 – (1 + 0.05)-30
] / 0.05 = £ 240
637
Electricity energy cost is:
20.41005727000
240637100
Le
NPVee
O
FCEC p/kWh
3) System energy cost
System energy cost is calculated using equation 4.18:
1.3)190900266637(
)]1909002.4()26663719.2[(
eh
eEGridhboilersystem
DD
DECDECEC
p/kWh
150
4) Emissions
Assuming an electricity emission factor, EFe of 0.43 kg CO2/kWh, and a gas
emission factor, EFg of 0.19 kg CO2/kWh, the annual CO2 emissions ECO2,BG (kg
CO2) are calculated using equation 4.9:
ggeeBGCO EFDEFDE ,2 = (190 900 × 0.43) + (333 296 × 0.19) = 145 413
kg CO2
System CO2 Emissions per kWh for the boiler and grid option are: ECO2,BG / (De +
Dh) = 145413 / (190900+266637) = 0.32 kg CO2/kWh.
5.2.3 Supply of heat and electricity from a CHP, Boiler and Grid
a) System sizing
In this tool it is assumed that the CHP heat to power fraction is 2:1. The overall
efficiency of CHP system is usually considered to be 80%.
The tool first checks if there is a demand for at least 4500 hours from the hot water
and space heating load profiles. Only when this criterion is met then the CHP sizing
is carried out.
For every hour, it is assumed that the CHP is running when there is a heat demand in
that hour. The hours the CHP is running are then added up by the tool to give total
running hours per year.
151
The computer tool sizes CHP by using the total heat load profile for the project. The
optimum size of CHP in terms of costs and emissions is found by minimising the
saved costs of emissions in £/kg CO2.
Table 5.1 CHP sizing simulation output list
CHP size Energy cost Emissions
CHP
(kW) (p/kWh) (kg CO2/kWh) £/kg CO2 saved) hours
11 2.9 0.307 2.5 5670.9
12 2.9 0.307 2.5 5497
13 2.9 0.307 2.5 5292.8
14 2.9 0.307 2.5 5118.9
15 2.9 0.307 2.5 4888.7
16 2.9 0.307 2.5 4810.5
10 2.9 0.307 2.6 5914.2
17 2.9 0.307 2.6 4754.1
9 3 0.307 2.7 6140.4
8 3 0.308 2.8 6335.9
18 2.8 0.308 2.8 4614.9
7 3 0.308 2.9 6561.8
19 2.8 0.309 3 4506.3
6 3 0.309 3.3 6740
5 3 0.311 3.9 7026.9
4 3 0.312 4.7 7187.6
3 3 0.313 6.1 7548.4
2 3.1 0.315 8.8 7961.5
1 3.1 0.317 17 8256.5
Any surplus heat produced could be stored for the next period of the heating cycle
where a boiler would supply any deficit in heat generation. In this computer
subroutine, the storage capacity is assumed to be 50% of the surplus heat produced
by the CHP in a summer day of the month July.
The sizing procedure for the CHP is as follows: The tool records cost of emissions
saved (£/kg CO2 saved) for every kW thermal rating of CHP starting with 1 kW until
a CHP size is reached that achieves less than 4500 running hours. From this list, the
tool then selects the CHP size achieving the lowest £/kg CO2 saved. Table 5.1 shows
the simulation outputs of the different CHP sizes in this example, which were sorted
152
to find the lowest £/kg CO2 saved at the top of the table. A CHP of 11kWth was
selected to achieve the lowest £/kg CO2 saved in this example.
Figure 5.9 Hourly CHP simulations for a typical day in January
Figure 5.9 shows the hourly simulation of the CHP system for a typical January day.
This table is repeated for each month of the year to simulate the CHP system
throughout the year. The hourly demand and supply of heat and power for the CHP
system and CHP running hours for a typical January day are listed. It is assumed that
the CHP is running if there is a heat demand. The deficit and surplus heat and
electricity are calculated for each hour using equations 4.22 and 4.23. For example,
the weekday heat deficit and surplus during 01:00 are:
Deficitheat = Dh – OCHP = 11.9 – 11 = 0.9 kWh
As there is a deficit during this hour, there is no surplus. Therefore,
Surplusheat = 0
153
The weekday electricity deficit and surplus at 01:00 are:
Deficite= De – OCHP = 7 – 5.5 = 1.5 kWh
As there is a deficit during this hour, there is no surplus. Therefore,
Surpluse = 0
The surpluses and deficits are calculated in this manner for every hour in the day for
a weekday and a weekend day as shown in Figure 5.9.
The total heat deficit for a day is calculated taking into account the heat storage.
Equation 4.24 is used in cell G38 in the Excel sheet is:
If Surplus (kWh/day) < Storage capacity (kWh/day),
Then Total Deficit = Deficit – Surplus,
Else Total Deficit = Deficit – Storage capacity.
Where, Total Deficit is the heat deficit taking into account heat storage (kWh/day),
Deficit is the heat deficit before taking into account the heat storage (kWh/day) and
Surplus is the heat surplus (kWh/day).
In this case, Surplus = 0, therefore Total Deficit = Deficit = 1282 kWh for this day in
January.
Where there is a surplus, for example on a typical day in May, where Surplus = 30.7
kWh, Deficit = 207 kWh and Storage capacity = 65 kWh, then, since Surplus <
Storage capacity, then: Total Deficit = Deficit – Surplus = 207 - 30.7 = 176.3 kWh
The annual heat and electricity deficits and surpluses of the CHP (Figure 5.10) are
calculated by first calculating monthly figures and then adding the monthly figures to
obtain yearly ones.
154
Figure 5.10 CHP annual outputs and Boiler + Grid sizing
Equations 4.25 and 4.26 are used to calculated monthly heat deficit and electricity
deficit and surplus. For January, weekday heat deficit, DeficitWD,h = 176.3 kWh, and
weekend day heat deficit, DeficitWE,h is 1224.1 kWh, therefore monthly heat deficit,
DeficitJanuary,h (kWh) is:
DeficitJanuary,h = [(DeficitWD,h × 21.726) + (DeficitWE,h × 8.69)] = [(1289.5 × 21.726) +
(1224.1 × 8.69)] = 38 653 kWh
For January, weekday electricity deficit, DeficitWD,e = 577.71 kWh, and weekend day
electricity deficit, DeficitWE,e is 436.1 kWh, therefore monthly electricity deficit,
DeficitJanuary,e (kWh) is:
DeficitJanuary,e = [(DeficitWD,e × 21.726) + (DeficitWE,e × 8.69)] = [(577.71 × 21.726) +
(436.1 × 8.69)] = 16 328 kWh
There is no weekday or weekend day surplus in January for this example. Therefore
SurplusJanuary,e = 0 kWh in this case.
The annual CHP heat output OCHP,h and electricity demand OCHP,e are calculated in
the CHP simulation spreadsheet above by calculating monthly figures and adding
these up to give an annual heat output, as was the case for the surpluses and deficits.
155
For January, weekday and weekend day CHP heat outputs (OCHP,WD,h and OCHP,WE,h)
are 264 kWh and weekday and weekend day CHP electricity outputs (OCHP,WD,e and
OCHP,WE,e) are 132 kWh, therefore, January CHP heat and electricity outputs
(OJanuary,CHP,h and OJanuary,CHP,e) are:
OJanuary,CHP,h = [(OCHP,WD,h × 21.726) + (OCHP,WE,h × 8.69)] = [(264 × 21.726) + (264 ×
8.69)] = 8 030 kWh
OJanuary,CHP,e = [(OCHP,WD,e × 21.726) + (OCHP,WE,e × 8.69)] = [(132 × 21.726) + (132 ×
8.69)] = 4 015 kWh
Outputs are calculated for every month and are added up to give annual CHP heat
and electricity outputs:
OCHP,h = 96 360 kWh/year
OCHP,e = 48 180 kWh/year
Any surplus electricity generated is exported to the grid and the annual electricity
demand from the grid is equal to the annual electricity deficit as calculated above
(Surpluse = 261 kWh/year and Deficite = 142 894 kWh/year).
The Boiler is sized on the deficit heat demand as in block B1. In this case boiler size:
= 123 / 0.8 = 154 kW.
The hot water storage is 1/3 of a July day Deficit heat demand of either weekday or
weekend day(DeficitJanuaryWD,h or DeficitJanuaryWE,h) depending on which demand is
largest. In this case, the storage is therefore assumed to be 1289.5 / 3 = 430 litres.
156
b) System costs and emissions
Figure 5.11 CHP, Boiler and Grid costs and emissions
The NPV system energy costs are calculated for each technology as in the Boiler and
Grid option:
1) boiler
FIboiler = Oboiler / ηCHP = 186 616 / 0.80 = 233 270 kWh
157
FCboiler = FIboiler × GC = 233 270 × 2.28 / 100 = £ 5 319 /year
CCboiler = 1058.7 × Sb-0.3314
× Sb = 1058.7 × 154 -0.3314
× 154 = £ 30 715
MCboiler = CCboiler × 2% = £ 615 /year
DCboiler = MCboiler × 2 = £ 1 230
OL,boiler = Oboiler × n = 186 616 × 30 = 5 598 479 kWh
CCNPVreplacement,boiler = CCboiler × (1 + DR)-n
= 30 715 × (1 + 0.05)-15
= £ 14 774
CCNPV, boiler = CCboiler + CCNPVreplacement,boiler = 30 715 + 14 774 = £ 45 489
FCNPV,boiler = FCboiler × [1 – (1 + DR)-n
] / DR = 5 319 × [1 – (1 + 0.05)-30
] / 0.05 = £
81 759
MCNPV,boiler = MCboiler × [1 – (1 + DR)-n
] / DR = 615 × [1 – (1 + 0.05)-30
] / 0.05 =
£9 454
DCNPV,boiler = DCboiler × (1 + DR)-n
= 1 230 × (1 + 0.05)-30
= £ 285
CNPVboiler,total = CCNPV,boiler + FCNPV,boiler + MCNPV,boiler + DCNPV,boiler
= 45 489 + 81 759 + 9 454 + 285 = £ 136 987
45.21005598479
136987100
,
Lboiler
totalNPVboiler
boilerO
CEC p/kWh
2) CHP
FICHP = (OCHP,h + OCHP,e) / ηCHP = (96 360 + 48 180) / 0.80 = 180 675 kWh
158
Assuming an electricity export price, EEC of 3p/kWh in this example and CHP
electricity export to the grid is FECHP (kWh/year), annual CHP electricity export
cost, FCCHP,export (£) is:
FCCHP,export = FECHP × EEC / 100= Surpluse × EEC = 216 × 3 /100 = £ 6
FCCHP = FICHP × GC - FCCHP,export = 180 675 × 2.28 / 100 – 6 = £ 4 113 /year
Using the equation in Figure 4.15, CHP capital cost is:
CCCHP = 1 676 × SCHPth-0.3025
× SCHPth = 1 676 × 11 -0.3025
× 11 = £ 8 929
Maintenance costs are assumed to be 2% of capital costs of the CHP and disposal
costs are double the annual maintenance costs.
MCCHP = CCCHP× 2% = £ 179 /year
DCCHP = MCCHP × 2 = £ 358
OL,CHP = OCHP × n = (OCHP,h + OCHP,e) × n = (96 360 + 48 180) × 30 = 4 336 200
kWh
CCNPVreplacement,CHP = CCCHP × (1 + DR)-n
= 8 929 × (1 + 0.05)-15
= £ 3 365
CCNPV,CHP = CCCHP + CCNPVreplacement,CHP = 8 929 + 3 365 = £ 12 294
FCNPV,CHP = FCCHP × [1 – (1 + DR)-n
] / DR = 4 113 × [1 – (1 + 0.05)-30
] / 0.05 = £ 63
226
MCNPV,CHP = MCCHP × [1 – (1 + DR)-n
] / DR = 179 × [1 – (1 + 0.05)-30
] / 0.05
= £ 2 752
159
DCNPV,CHP = DCCHP × (1 + DR)-n
= 358 × (1 + 0.05)-30
= £ 83
CNPVCHPtotal = CCNPV,CHP + FCNPV,CHP + MCNPV,CHP + DCNPV,CHP = £ 78 354
81.11004336200
78354100
,
LCHP
totalNPVCHP
CHPO
CEC p/kWh
3) Grid
OLe = De × n = 142 900 × 30 = 4 287 000 kWh
FCe = De × EC = 142 900 × 8.2 / 100 = £ 11 718 /year
FCNPV,e = FCe × [1 – (1 + DR)-n
] / DR = 11 718 × [1 – (1 + 0.05)-30
] / 0.05 = £ 180
131
20.41004287000
180131100
Le
NPVe
eO
FCEC p/kWh
4) System energy cost
System energy cost is therefore calculated using equation 4.18:
kWhp
DD
DECOECOOECEC
eh
egridEGridbboilereCHPhCHPCHP
system
/9.2)190900266637(
)]1429002.4()18661645.2())4818096360(81.1[(
))(( ,,
5) Emissions and emissions saved
The annual CO2 emissions ECO2,BG (kg CO2) are:
160
ggeegridCBGCO EFDEFDE ,2 = (Degrid × EFe) + [(FICHP + FIboiler) × EFg] =
(142 900 × 0.43) + [(180 675 + 233 270) × 0.19] = 140 097 kg CO2
System CO2 Emissions per kWh for the CHP boiler and grid option are: ECO2,CBG /
(De + Dh) = 140097 / (190900+266637) = 0.31 kg CO2/kWh.
Emissions saved, ESCO2,CBG (kg CO2 saved) for the CHP, Boiler and Grid option is
calculated using equation 4.27:
= 145 413 – 140 097 = 5 317 kg CO2 saved
For this option, a 3.7% emissions savings is achieved (ESCO2,CBG / ECO2,BG = 5317 /
145413 = 0.037 = 3.7%).
6) System cost per emissions saved
Cost per emissions savings, ESC (£/kg CO2 saved) is calculated for the CHP, Boiler
and Grid option using equation 4.28:
savedkgCOES
DDECESC
CO
ehsystem
2
2
/£5.25317100
)190900266637(9.2
100
)(
161
5.2.4 Supply of heat and electricity from ST, Boiler and Grid
a) System sizing
No limitation in the sizing procedure was selected in this example. Therefore the tool
optimises the solar thermal system to find the collector size to achieve an optimum
cost of emission saving in £/kg CO2 saved.
The table shown in Figure 5.13 lists the hot water demand, DHW and solar irradiation,
IS for each month and totals for the year. The average collector efficiency is
calculated from the simulation tables such as the one in Figure 5.12 for the whole
year to obtain an average collector efficiency figure for the year. The yearly figures
(DHW = 47344 kWh/year, IS = 11217 kWh/m2/year and ηSC = 27.7 %) are used to
estimate a ST size that would supply hot water in the year equal to the yearly hot
water demand. Equation 4.31 is used:
2153277.07.1121
47344m
I
DA
SCS
HW
sc
This figure is used as a maximum solar collector size in the simulation to find the
optimum collector size which achieves the lowest £/kg CO2 saved. £/kg CO2 saved
figures are recorded for every ST area in intervals of 1 m2 until 153 m
2 in this case.
The size with the lowest £/kg CO2 saved in this case is 127 m2.
162
Figure 5.12 ST simulation for a typical July day
Figure 5.13 ST sizing
163
Figure 5.12 shows the hourly simulation of the solar thermal system for a typical July
day. As previously mentioned, it is assumed that the solar thermal system supplies
only domestic hot water and the collector type used in this tool is evacuated tube.
The computer tool evaluates the solar collector output on an hourly basis for a typical
day for each month as follows:
Typical evacuated solar collector efficiency is calculated on an hourly basis using
equation 4.32. The average collector temperature, TSCav is assumed to be 55°C. At 10
am the ambient temperature, TAm is 19.3°C and the incident solar radiation normal to
the collector, Is is 488.75 kW/m2. The solar collector efficiency (%) 10am therefore
is:
%4646.075.488
3.19553.37.03.37.0
s
AmSCav
scI
TT
The output of the solar thermal system is calculated using equation 4.31. Assuming a
collector area, Asc of 137 m2, then the collector output, Qsc (kW) is:
scsscsc IAQ = 137 × 488.75 × 0.46 = 28.5 kW
Assuming a constant output throughout the hour then Qsc = 28.5 kWh during that
hour.
Hourly deficit and surplus values are calculated, as well as the hourly deficit after hot
water storage has been taken into account.
For example, there is no hot water deficit, DeficitHW on a weekday at 10:00am in
July, because the output of the solar collector is greater than the hot water demand at
that hour.
164
DeficitHW = 0
As there is a deficit during this hour, there is no surplus. Therefore,
Surplusheat = Qsc – DHW = 28.5 – 12.6 = 15.9 kWh
The surpluses and deficits are calculated in this manner for every hour in the day for
a weekday and a weekend day as shown in Figure 5.12.
The hot water storage capacity is assumed to be 1/3 of the daily hot water demand,
which in this case is 48 kWh. The heat deficit taking into account the heat storage is
calculated for every hour. The daily heat surplus as calculated above is assumed to be
stored in the hot water storage. Therefore the surplus hot water available to be used
that day is assumed to be the daily hot water surplus or if this is greater than the
storage capacity then the storage capacity is taken as the surplus hot water available
to be used that day. For example, on the July day shown in Figure 5.12, the hot water
surplus on a weekday is 47.9 kWh, which is less than the storage capacity. Therefore
this figure is used as the surplus hot water to be used that day. The way the
calculation is carried out in the spreadsheet is as follows:
- At 17:00 there is a deficit of 5.7 kWh. However in the hot water storage there
is 47.9 kWh stored. The hot water from the storage is utilised during that hour
and the deficit after storage is therefore 0 at that hour. This leaves 47.9 – 5.7
= 42.2 kWh in the storage.
- During the next hour: 18:00, there is a deficit of 10.8 kWh, and the deficit
after storage is 0 leaving 42.2 – 10.8 = 31.4 kWh in the storage.
This is continued until nothing is left in the storage.
165
The pump is assumed to be running whenever there is an output from the solar
thermal system. The annual pump running hours, H in this example is 2493 hours
and the pump power rating, Pp is 0.795 kW. The annual pump power consumption,
Dep (kWh) is calculated using equation 4.33:
HPD pep = 0.795 × 2493 = 1982 kWh
The solar thermal, boiler and grid option electricity demand, DeSBG (kWh) is
calculated by adding the electricity demand and the pump electricity demand:
DeSBG = Dd + Dep = 190 900 + 1 982 = 192 900 kWh
Figure 5.14 Boiler sizing and grid demand for ST+boiler+grid option
166
The boiler is sized to supply the deficit hot water calculated above and the total
space heating load. The boiler is sized on the January heat demand, as this is usually
the greatest. Figure 5.14 shows the spreadsheet. In this case boiler size:
= 134 / 0.8 = 168 kW (rounded up to the next kW)
The hot water storage is 1/3 of a July day Deficit heat demand of either weekday or
weekend day(DeficitJanuaryWD,h or DeficitJanuaryWE,h) depending on which demand is
largest. In this case, the storage is therefore assumed to be 2241 / 3 = 747 litres.
b) System costs and emissions
Figure 5.15 shows the spreadsheet calculating the system costs and emissions in the
same way as for the CHP+Boiler+Grid option. The calculations are as follows:
1) boiler
FIboiler = Oboiler / ηCHP = 238 054 / 0.80 = 297 568 kWh
FCboiler = FIboiler × GC = 297 568 × 2.28 / 100 = £ 6 785 /year
CCboiler = 1058.7 × Sb-0.3314
× Sb = 1058.7 × 168 -0.3314
× 168 = £ 32 555
MCboiler = CCboiler × 2% = £ 652 /year
DCboiler = MCboiler × 2 = £ 1 304
OL,boiler = Oboiler × n = 238 054 × 30 = 7 141 620 kWh
CCNPVreplacement,boiler = CCboiler × (1 + DR)-n
= 32 555 × (1 + 0.05)-15
= £ 15 660
167
Figure 5.15 Costs and emissions of the ST+Boiler+Grid option
CCNPV, boiler = CCboiler + CCNPVreplacement,boiler = 32 555 + 15 660 = £ 48 215
FCNPV,boiler = FCboiler × [1 – (1 + DR)-n
] / DR = 6 785 × [1 – (1 + 0.05)-30
] / 0.05
= £ 104 295
168
MCNPV,boiler = MCboiler × [1 – (1 + DR)-n
] / DR = 652 × [1 – (1 + 0.05)-30
] / 0.05
= £10 023
DCNPV,boiler = DCboiler × (1 + DR)-n
= 1 304 × (1 + 0.05)-30
= £ 302
CNPVboiler,total = CCNPV,boiler + FCNPV,boiler + MCNPV,boiler + DCNPV,boiler
= 48 215 + 104 295 + 10 023 + 302 = £ 162 835
28.21007141620
162835100
,
Lboiler
totalNPVboiler
boilerO
CEC p/kWh
2) ST
FIST = Dep = 1 982 kWh
FCST = FIST × EC = 1 982 × 8.2 / 100 = £ 163 /year
Using a cost figure of £853/m2:
CCST = 853 × Asc = 853 × 127 = £ 107 950
Maintenance costs are assumed to be 2% of capital costs of the ST and disposal costs
are double the annual maintenance costs.
MCST = CCST × 2% = £ 2 159 /year
DCST = MCST × 2 = £ 5 398
OL,ST = OST × n = OST × n = 39 255 × 30 = 1 177 650 kWh
169
The solar thermal system has lifetime of 30 years in this example. There therefore is
no replacement cost and the NPV capital cost is equal to the current capital cost in
this example:
CCNPVreplacement,ST = £0
CCNPV,ST = CCST = £ 107 950
FCNPV,ST = FCST × [1 – (1 + DR)-n
] / DR = 163 × [1 – (1 + 0.05)-30
] / 0.05 = £ 2 498
MCNPV,ST = MCST × [1 – (1 + DR)-n
] / DR = 2 159 × [1 – (1 + 0.05)-30
] / 0.05 = £ 33
189
DCNPV,ST = DCST × (1 + DR)-n
= 5398 × (1 + 0.05)-30
= £ 1249
CNPVSTtotal = CCNPV,ST + FCNPV,ST + MCNPV,ST + DCNPV,ST = £ 144 886
30.121001177650
144886100
,
LCHP
totalNPVCHP
STO
CEC p/kWh
3) Grid
OLe = DeSBG × n = 192 900 × 30 = 5 787 000 kWh
FCe = De × EC = 192 900 × 8.2 / 100 = £ 15 818 /year
FCNPV,e = FCe × [1 – (1 + DR)-n
] / DR = 15 818 × [1 – (1 + 0.05)-30
] / 0.05 = £ 243
158
20.41005787000
243158100
Le
NPVe
eO
FCEC p/kWh
170
4) System energy cost
System energy cost is calculated using equation 4.18:
kWhp
DD
DECOECOECEC
eh
egridEGridbboilerSTST
system
/1.4)192900266637(
)]1929002.4()23805428.2()392553.12[(
)(
5) Emissions and emissions saved
The annual CO2 emissions ECO2,BG (kg CO2) are:
ggeegridSTBGCO EFDEFDE ,2 = (Degrid × EFe) + (FIboiler × EFg) = (192 900 ×
0.43) + (297 568 × 0.19) = 139 485 kg CO2
System CO2 Emissions per kWh for the ST, boiler and grid option are: ECO2,SBG / (De
+ Dh) = 139485 / (192900+266637) = 0.30 kg CO2/kWh.
Emissions saved, ESCO2,CBG (kg CO2 saved) for the ST, Boiler and Grid option is:
ESCO2,STBG = ECO2,BG – ECO2,STBG = 145 413 – 139 485 = 5 928 kg CO2 saved
For this option, a 3.7% emissions savings is achieved (ESCO2,CBG / ECO2,BG = 5928 /
145413 = 0.041 = 4.1%).
6) System cost per emissions saved
Cost per emissions savings, ESC (£/kg CO2 saved) is calculated for the ST, Boiler
and Grid option:
171
savedkgCOES
DDECESC
CO
ehsystem
2
2
/£1.35928100
)192900266637(1.4
100
)(
5.2.5 Supply of heat and electricity from a ST, CHP, Boiler and Grid
a) System sizing
Table 5.2 Extract of optimisation table of ST with CHP
ST area m2 CHP kWth p/kWh
% carbon emissions
saved £/kg CO2 saved
38 17 3 9.2 1
9 17 2.7 7.7 1.1
10 17 2.7 7.8 1.1
11 16 2.8 7.8 1.1
12 16 2.8 7.9 1.1
13 16 2.8 8 1.1
14 16 2.8 8 1.1
15 15 2.8 8 1.1
16 15 2.8 8 1.1
17 15 2.8 8 1.1
18 15 2.8 8.1 1.1
19 15 2.9 8.2 1.1
20 15 2.9 8.2 1.1
21 15 2.9 8.2 1.1
22 15 2.9 8.3 1.1
23 15 2.9 8.3 1.1
24 14 2.9 8.2 1.1
25 14 2.9 8.3 1.1
26 14 2.9 8.3 1.1
27 14 2.9 8.4 1.1
28 14 2.9 8.4 1.1
29 14 3 8.5 1.1
30 14 3 8.6 1.1
Since no sizing limitation was selected in this example. The tool therefore calculates
the optimum CHP size, in the manner described in the CHP+Boiler+Grid option, for
different ST collector sizes. This data is listed and the sorted to find an optimum
combination of ST and CHP in terms of £/kgCO2 saved. Table 5.2 shows the first
172
few lines of this data table in the tool. In this example the optimum combination of
ST with CHP is found to be 38 m2 of ST collectors with a CHP size with a heat
rating of 17 kWth.
Figure 5.16 July day simulation of ST system
Figure 5.16 works in the same way as Figure 5.12 in simulating the solar thermal
system for every hour on a July day and Figure 5.17 works in the same way as Figure
5.9 in simulating the CHP system for every hour on a July day. The hourly CHP heat
demand is calculated by adding the hourly space heating demand to the hourly solar
thermal hot water deficit from Figure 5.16. There is no space heating demand, DSH
during July. The CHP heat demand, DH,CHP therefore for a weekday at 17:00 would
be:
DH,CHP = DeficitST + DSH = 1.7 + 0 = 1.7 kWh
The boiler is sized to supply the deficit hot water and space heating demands
calculated above. The boiler is sized on the January heat demand (the peak deficit
173
calculated in the CHP spreadsheet for the month of January). Figure 5.18 shows the
spreadsheet.
Figure 5.17 July day hourly CHP simulation for ST+CHP+Boiler+Grid option
In this case boiler size:
= 117 / 0.8 = 147 kW (rounded up to the next kW)
The hot water storage is 1/3 of a July day Deficit heat demand of either weekday or
weekend day(DeficitJanuaryWD,h or DeficitJanuaryWE,h) depending on which demand is
largest. In this case, the storage is therefore assumed to be 1149 / 3 = 384 litres.
Figure 5.18 Boiler and grid sizing for ST+CHP+Boiler+Grid option
174
b) System costs and emissions
Figure 5.19 Costs and emissions for ST+CHP+Boiler+Grid option
175
1) boiler
FIboiler = Oboiler / ηCHP = 119 747 / 0.80 = 149 683 kWh
FCboiler = FIboiler × GC = 149 683 × 2.28 / 100 = £ 3 413 /year
CCboiler = 1058.7 × Sb-0.3314
× Sb = 1058.7 × 147 -0.3314
× 147 = £ 29 775
MCboiler = CCboiler × 2% = £ 596 /year
DCboiler = MCboiler × 2 = £ 1 192
OL,boiler = Oboiler × n = 119 747 × 30 = 3 592 400 kWh
CCNPVreplacement,boiler = CCboiler × (1 + DR)-n
= 29 775 × (1 + 0.05)-15
= £ 14 322
CCNPV, boiler = CCboiler + CCNPVreplacement,boiler = 29 775 + 14 322 = £ 44 097
FCNPV,boiler = FCboiler × [1 – (1 + DR)-n
] / DR = 3 413 × [1 – (1 + 0.05)-30
] / 0.05 = £
52 463
MCNPV,boiler = MCboiler × [1 – (1 + DR)-n
] / DR = 596 × [1 – (1 + 0.05)-30
] / 0.05 = £9
162
DCNPV,boiler = DCboiler × (1 + DR)-n
= 1 192 × (1 + 0.05)-30
= £ 276
CNPVboiler,total = CCNPV,boiler + FCNPV,boiler + MCNPV,boiler + DCNPV,boiler
= 44 097 + 52 463 + 9 162 + 276 = £ 105 998
95.21003592400
105998100
,
Lboiler
totalNPVboiler
boilerO
CEC p/kWh
176
2) ST
FIST = Dep = 761 kWh
FCST = FIST × EC = 761 × 8.2 / 100 = £ 62 /year
Using a cost figure of £853/m2:
CCST = 853 × Asc = 853 × 38 = £ 32 300
Maintenance costs are assumed to be 2% of capital costs of the ST and disposal costs
are double the annual maintenance costs.
MCST = CCST × 2% = £ 646 /year
DCST = MCCHP × 2 = £ 1 615
OL,ST = OST × n = OST × n = 11 746 × 30 = 352 380 kWh
The solar thermal system has lifetime of 30 years in this example. There therefore is
no replacement cost and the NPV capital cost is equal to the current capital cost in
this example:
CCNPVreplacement,ST = £0
CCNPV,ST = CCST = £ 32 300
FCNPV,ST = FCST × [1 – (1 + DR)-n
] / DR = 62 × [1 – (1 + 0.05)-30
] / 0.05 = £ 969
MCNPV,ST = MCST × [1 – (1 + DR)-n
] / DR = 646 × [1 – (1 + 0.05)-30
] / 0.05 = £ 9 931
DCNPV,ST = DCST × (1 + DR)-n
= 1 615 × (1 + 0.05)-30
= £ 374
177
CNPVSTtotal = CCNPV,ST + FCNPV,ST + MCNPV,ST + DCNPV,ST = £ 43 564
36.12100352380
43564100
,
LCHP
totalNPVCHP
STO
CEC p/kWh
3) CHP
FICHP = (OCHP,h + OCHP,e) / ηCHP = (141 016 + 70 508) / 0.80 = 264 405 kWh
FCCHP,export = FECHP × EEC / 100= Surpluse × EEC = 2 931× 3 /100 = £ 88
FCCHP = FICHP × GC - FCCHP,export = 264 405 × 2.28 / 100 – 88 = £ 5 941 /year
CCCHP = 1 676 × SCHPth-0.3025
× SCHPth = 1 676 × 17 -0.3025
× 17 = £ 12 097
MCCHP = CCCHP× 2% = £ 242 /year
DCCHP = MCCHP × 2 = £ 484
OL,CHP = OCHP × n = (OCHP,h + OCHP,e) × n = (141 016 + 70 508) × 30 = 6 345 721
kWh
CCNPVreplacement,CHP = CCCHP × (1 + DR)-n
= 12 097 × (1 + 0.05)-15
= £ 4 559
CCNPV,CHP = CCCHP + CCNPVreplacement,CHP = 12 097 + 4 559 = £ 16 656
FCNPV,CHP = FCCHP × [1 – (1 + DR)-n
] / DR = 5 941 × [1 – (1 + 0.05)-30
] / 0.05 = £ 91
320
MCNPV,CHP = MCCHP × [1 – (1 + DR)-n
] / DR = 242 × [1 – (1 + 0.05)-30
] / 0.05 = £ 3
720
178
DCNPV,CHP = DCCHP × (1 + DR)-n
= 484 × (1 + 0.05)-30
= £ 112
CNPVCHPtotal = CCNPV,CHP + FCNPV,CHP + MCNPV,CHP + DCNPV,CHP = £ 111 809
76.11006345721
111809100
,
LCHP
totalNPVCHP
CHPO
CEC p/kWh
4) Grid
OLe = DeSCBG × n = 124 100 × 30 = 3 723 000 kWh
FCe = DeSCBG × EC = 124 100 × 8.2 / 100 = £ 10 176 /year
FCNPV,e = FCe × [1 – (1 + DR)-n
] / DR = 10 176 × [1 – (1 + 0.05)-30
] / 0.05 = £ 156
433
20.41003723000
156433100
Le
NPVe
EGridO
FCEC p/kWh
4) System energy cost
kWhp
DD
DECOECOOECOECEC
eh
eSCBGEGridbboilereCHPhCHPCHPSTST
SCBGsystem
/1.3)192900266637(
)]1241002.4()11974795.2())70508141016(76.1()1174636.12[(
))(()( ,,
,
5) Emissions and emissions saved
The annual CO2 emissions ECO2,SCBG (kg CO2) are:
ggeegridSCBGCO EFDEFDE ,2 = (Degrid × EFe) + ((FIboiler + FICHP) × EFg) =
(124 100 × 0.43) + ((149 683 + 264 405) × 0.19) = 132 040 kg CO2
179
System CO2 Emissions per kWh for the ST, CHP, boiler and grid option are:
ECO2,SCBG / (De + Dh) = 132040 / (192900+266637) = 0.29 kg CO2/kWh.
Emissions saved, ESCO2,CSBG (kg CO2 saved) for the ST, CHP, Boiler and Grid option
is:
ESCO2,SCBG = ECO2,BG – ECO2,STBG = 145 413 – 132 040 = 13 374 kg CO2 saved
For this option, a 9.2% emissions savings is achieved (ESCO2,SCBG / ECO2,BG = 13374 /
145413 = 0.092 = 9.2%).
6) System cost per emissions saved
savedkgCOES
DDECESC
SCBGCO
ehSCBGsystem
SCBG 2
,2
,/£1.1
13374100
)192900266637(1.3
100
)(
5.2.6 Supply of heat and electricity from PV, Boiler and Grid
a) System sizing
In this case it was assumed that there select is no restriction on the amount of roof
area and capital cost and the PV panel are sized to provide the optimum annual
electricity demand.
Monthly electricity demands and monthly irradiation values are listed in the table in
Figure 5.21. The maximum PV area assumed in the optimisation is a PV size with a
monthly output equal to the demand in the month of July. In July, the electricity
180
demand, De is 12 703 kWh, the incident solar irradiation, Is is 140.8 kWh/m2, the
efficiency of the PV cells, ηPV is 14%, and the efficiency of the power conditioner
(inverter, controller), transformer and interconnection (1- L) is (1 - 0.25) = 75%.
Equation 4.29 is used to calculate the PV area with an output equal to the demand in
July:
286014.0)25.01(8.140
12703
)1(m
LI
DS
PVs
e
PV
Table 5.3 Extract of PV size optimisation table
PV size Energy cost Emissions (m2) (p/kWh) (kg CO2/kWh) (£/kg CO2 saved)
550 4.2 0.266 0.8
552 4.2 0.266 0.8
553 4.2 0.266 0.8
554 4.2 0.266 0.8
555 4.2 0.266 0.8
556 4.2 0.266 0.8
557 4.2 0.266 0.8
558 4.2 0.266 0.8
559 4.2 0.266 0.8
560 4.2 0.266 0.8
561 4.2 0.266 0.8
562 4.2 0.266 0.8
563 4.2 0.266 0.8
564 4.2 0.266 0.8
565 4.2 0.266 0.8
566 4.2 0.266 0.8
567 4.2 0.266 0.8
568 4.3 0.265 0.8
569 4.3 0.265 0.8
570 4.3 0.265 0.8
571 4.3 0.265 0.8
572 4.3 0.265 0.8
573 4.3 0.265 0.8
574 4.3 0.265 0.8
575 4.3 0.265 0.8
576 4.3 0.265 0.8
577 4.3 0.265 0.8
578 4.3 0.265 0.8
579 4.3 0.265 0.8
580 4.3 0.265 0.8
181
Different PV sizes are therefore simulated in the PV spreadsheet as described below
in intervals of 1m2 up to 860m
2. This data is listed and then sorted to find an
optimum PV size in terms of £/kgCO2 saved. Table 5.3 shows the first few lines of
this data table in the tool. In this example the optimum PV size, SPV is found to be
550 m2.
Figure 5.20 shows the hourly simulation of the PV system for a typical January day.
The system is simulated for a typical day in each month, to get an understanding of
the yearly performance of the system.
Figure 5.20 Hourly PV simulation for a typical January day
182
Figure 5.21 PV sizing
Hourly PV output, OPV (kW) is calculated using equation 4.30. For example, at
10am, the incident solar radiation Is is 0.20925 kW/m2, the efficiency of the PV cells
ηPV is 14%, and the efficiency of the power conditioner (inverter, controller),
transformer and interconnection, (1- L) is (1 - 0.25). The output during this hour
therefore is:
= 550 × 209.25 × 0.14 × (1 – 0.25) = 12.085 kW
Assuming a constant output for the PV during each hour, OPV can also have kWh
units, as is shown in Table 4.8.
Deficit and surplus are also calculated for each hour for a weekday and a weekend
day using equations 4.22 and 4.23. For example at 10am on a weekday:
Deficit = D – OPV = 30.6 – 12.085 = 18.5
Surplus = 0
Monthly surplus and deficit figures are also calculated using equations 4.25 and 4.26.
For January:
Deficitmonthly = [(DeficitWD × 21.726) + (DeficitWE × 8.69)]
183
= [(632.5 × 21.726) + (490.9 × 8.69)] = 18 008 kWh
Surplusmonthly = [(SurplusWD × 21.726) + (SurplusWE × 8.69)] = 0 kWh
The monthly figures are then added up to calculate yearly surplus and deficit figures.
In this example:
Deficityearly = 135 489 kWh
Surplusyearly = 9 324 kWh
It is assumed here that any surplus is exported to the grid and any deficit is imported
from the grid.
Figure 5.22 Boiler Sizing for PV+Boiler+Grid option
The sizing of the boiler system is exactly as for the Boiler and Grid option, as the
boiler supplies all the heat in this technology combination option. Therefore:
184
= 134 / 0.8 = 168 kW (rounded up to the nearest kW)
and the hot water storage is 2240 / 3 = 747 litres.
b) System costs and emissions
1) Boiler
FIboiler = Oboiler / ηboiler = 266 637 / 0.80 = 333 296 kWh
FCboiler = FIboiler × GC = 333 296 × 2.28 / 100 = £ 7 599 /year
CCboiler = 1058.7 × Sb-0.3314
× Sb = 1058.7 × 168 -0.3314
× 168 = £ 32 555
MCboiler = CCboiler × 2% = £ 652 /year
DCboiler = MCboiler × 2 = £ 1 304
OL,boiler = Oboiler × n = 266 637 × 30 = 7 999 115 kWh
CCNPVreplacement = CCcurrent × (1 + DR)-n
= 32 555 × (1 + 0.05)-15
= £ 15 660
CCNPV = CCcurrent + CCNPVreplacement = 32 555 + 15 660 = £ 48 215
FCNPV,boiler = FCboiler × [1 – (1 + DR)-n
] / DR = 7 599 × [1 – (1 + 0.05)-30
] / 0.05 = £
116 818
MCNPV,boiler = MCboiler × [1 – (1 + DR)-n
] / DR = 652 × [1 – (1 + 0.05)-30
] / 0.05 = £10
023
185
DCNPV,boiler = DCboiler × (1 + DR)-n
= 1 304 × (1 + 0.05)-30
= £ 302
CNPVboiler,total = CCNPV,boiler + FCNPV,boiler + MCNPV,boiler + DCNPV,boiler = £ 175 357
19.21007999115
175357100
,
Lboiler
totalNPVboiler
boilerO
CEC p/kWh
Figure 5.23 Costs and emissions for PV+Boiler+Grid option
186
2) PV
FIPV = 0 kWh
Assuming an electricity export price, EEC of 3p/kWh in this example and PV
electricity export to the grid is FEPV (kWh/year), annual PV electricity export cost,
FCPV,export (£) is:
FCPV,export = FEPV × EEC / 100= Surpluse × EEC = 9 324 × 3 /100 = £ 280 /year
FCPV = FCPV,export = £ -280 /year
Using the equation in Figure 4.25, PV capital cost is:
CCPV = 525.61 × SPV-0.057
× SPV = 525.61 × 550-0.057
× 550 = £ 201 756
PV maintenance and disposal costs are assumed to be 1% and 2% respectively of the
capital costs.
MCPV = CCPV × 1% = £ 2 018 /year
DCPV = CCPV × 2% = £ 4 036
OL,PV = OPV × n = 776 322 × 30 = 23 289 660 kWh
The PV system lifetime is the same as the project lifetime in this case. There
therefore is no replacement cost for the PV system in this example.
CCNPVreplacement,PV = £ 0
CCNPV,PV = CCPV = £ 201 756
FCNPV,PV = FCPV × [1 – (1 + DR)-n
] / DR = £ 0
187
MCNPV,PV = MCPV × [1 – (1 + DR)-n
] / DR = 2 018 × [1 – (1 + 0.05)-30
] / 0.05 = £ 31
022
DCNPV,PV = DCPV × (1 + DR)-n
= 4 036 × (1 + 0.05)-30
= £ 934
CNPV,PV,total = CCNPV,PV + FCNPV,PV + MCNPV,PV + DCNPV,PV = £ 233 711
00.1100776322
233711100
,,
LPV
totalPVNPV
PVO
CEC p/kWh
3) Grid
OLe = De × n = 135 500 × 30 = 4 065 000 kWh
FCe = De × EC = 135 500 × 8.2 / 100 = £ 11 111 /year
FCNPV,e = FCe × [1 – (1 + DR)-n
] / DR = 11 111 × [1 – (1 + 0.05)-30
] / 0.05 = £ 170
803
20.41004065000
170803100
Le
NPVe
eO
FCEC p/kWh
4) System energy cost
System energy cost is therefore calculated using equation 4.18:
kWhp
DD
DECOECOECEC
eh
egridEGridPVPVbboiler
system
/2.4)190900266637(
)]1355002.4()77632200.1()26663719.2[(
)(
188
5) Emissions and emissions saved
The annual CO2 emissions ECO2,PBG (kg CO2) are:
ggeegridPBGCO EFDEFDE ,2 = (Degrid × EFe) + (FIboiler × EFg) = (135 500 ×
0.43) + (333 296 × 0.19) = 121 591 kg CO2
System CO2 Emissions per kWh for the PV, boiler and grid option are: ECO2,PBG / (De
+ Dh) = 121591 / (190900+266637) = 0.27 kg CO2/kWh.
Emissions saved, ESCO2,PBG (kg CO2 saved) for the PV, Boiler and Grid option is
calculated using equation 4.27:
ESCO2,PBG = ECO2,BG – ECO2,PBG = 145 413 – 121 591 = 23 822 kg CO2 saved
For this option, a 16.4% emissions saving is achieved (ESCO2,PBG / ECO2,BG = 23822 /
145413 = 0.164 = 16.4%).
6) System cost per emissions saved
Cost per emissions savings, ESC (£/kg CO2 saved) is calculated for the PV, Boiler
and Grid option using equation 4.28:
savedkgCOES
DDECESC
CO
ehsystem
2
2
/£8.023822100
)190900266637(2.4
100
)(
189
5.2.7 Supply of heat and electricity from a CHP, PV, Boiler and Grid
a) System sizing
In the CHP+PV+Boiler+Grid option, the CHP is sized first. The CHP size is
therefore exactly the same as in the CHP+Boiler+Grid option (see section 5.2.2).
The PV is sized on the remaining electricity demand to provide a minimum £/kg
CO2 saved figure in the same manner as in the PV+Boiler+Grid option (section
5.2.5). In this example the optimum PV size was found to be 376m2
(Figure 5.25).
Figure 5.24 Hourly PV simulation for a typical January day
190
Figure 5.25 PV sizing for CHP+PV+Boiler+Grid option
The annual CHP heat and electricity outputs are the same as in section 5.2.2:
OCHP,h = 96 360 kWh/year
OCHP,e = 48 180 kWh/year
Again, hourly electricity deficits and surpluses are calculated after the PV as shown
in Figure 5.24 to calculate daily, monthly and yearly deficits and surpluses,
As in section 5.2.5, hourly PV outputs are calculated using equation 4.30 and hourly
deficits and surpluses are calculated for each hour for a weekday and a weekend day
using equations 4.22 and 4.23.
Monthly surplus and deficit figures are also calculated using equations 4.25 and 4.26.
For January:
Deficitmonthly = [(DeficitWD × 21.726) + (DeficitWE × 8.69)]
= [(530.6 × 21.726) + (389 × 8.69)] = 14 908 kWh
Surplusmonthly = [(SurplusWD × 21.726) + (SurplusWE × 8.69)] = 0 kWh
191
The monthly figures are then added up to calculate yearly surplus and deficit figures.
In this example:
Deficityearly = 106 462 kWh
Surplusyearly = 7 961 kWh
It is assumed here that any surplus is exported to the grid and any deficit is imported
from the grid.
The Boiler size is also the same as in section 5.2.2 (Figure 5.26):
Sb = 154 kW and the hot water storage is 430 litres.
Figure 5.26 Boiler and grid sizes for CHP+PV+Boiler+Grid option
b) System costs and emissions
The NPV system energy costs are calculated for each technology:
1) boiler
FIboiler = Oboiler / ηCHP = 186 616 / 0.80 = 233 270 kWh
FCboiler = FIboiler × GC = 233 270 × 2.28 / 100 = £ 5 319 /year
CCboiler = 1058.7 × Sb-0.3314
× Sb = 1058.7 × 154 -0.3314
× 154 = £ 30 715
192
MCboiler = CCboiler × 2% = £ 615 /year
DCboiler = MCboiler × 2 = £ 1 230
OL,boiler = Oboiler × n = 186 616 × 30 = 5 598 479 kWh
CCNPVreplacement,boiler = CCboiler × (1 + DR)-n
= 30 715 × (1 + 0.05)-15
= £ 14 774
CCNPV, boiler = CCboiler + CCNPVreplacement,boiler = 30 715 + 14 774 = £ 45 489
FCNPV,boiler = FCboiler × [1 – (1 + DR)-n
] / DR = 5 319 × [1 – (1 + 0.05)-30
] / 0.05 = £
81 759
MCNPV,boiler = MCboiler × [1 – (1 + DR)-n
] / DR = 615 × [1 – (1 + 0.05)-30
] / 0.05 = £9
454
DCNPV,boiler = DCboiler × (1 + DR)-n
= 1 230 × (1 + 0.05)-30
= £ 285
CNPVboiler,total = CCNPV,boiler + FCNPV,boiler + MCNPV,boiler + DCNPV,boiler
= 45 489 + 81 759 + 9 454 + 285 = £ 136 987
45.21005598479
136987100
,
Lboiler
totalNPVboiler
boilerO
CEC p/kWh
2) PV
FCPV,export = FEPV × EEC / 100 = Surpluse × EEC = 7 961 × 3 /100 = £ 239 /year
FCPV = FCPV,export = £ -239 /year
193
Figure 5.27 Costs and emissions for CHP+PV+Boiler+Grid option
CCPV = 525.61 × SPV-0.057
× SPV = 525.61 × 376-0.057
× 376 = £ 140 951
MCPV = CCPV × 1% = £ 1 410 /year
DCPV = CCPV × 2% = £ 2 820
194
OL,PV = OPV × n = 532 713 × 30 = 15 981 390 kWh
CCNPVreplacement,PV = £ 0
CCNPV,PV = CCPV = £ 140 951
FCNPV,PV = FCPV × [1 – (1 + DR)-n
] / DR = £ 0
MCNPV,PV = MCPV × [1 – (1 + DR)-n
] / DR = 1 410 × [1 – (1 + 0.05)-30
] / 0.05 = £ 21
675
DCNPV,PV = DCPV × (1 + DR)-n
= 2 820 × (1 + 0.05)-30
= £ 652
CNPV,PV,total = CCNPV,PV + FCNPV,PV + MCNPV,PV + DCNPV,PV = £ 163 279
02.110015981390
163279100
,,
LPV
totalPVNPV
PVO
CEC p/kWh
3) CHP
FICHP = (OCHP,h + OCHP,e) / ηCHP = (96 360 + 48 180) / 0.80 = 180 675 kWh
FCCHP,export = FECHP × EEC / 100 = Surpluse × EEC = 216 × 3 /100 = £ 6
FCCHP = FICHP × GC - FCCHP,export = 180 675 × 2.28 / 100 – 6 = £ 4 113 /year
CCCHP = 1 676 × SCHPth-0.3025
× SCHPth = 1 676 × 11 -0.3025
× 11 = £ 8 929
MCCHP = CCCHP× 2% = £ 179 /year
DCCHP = MCCHP × 2 = £ 358
195
OL,CHP = OCHP × n = (OCHP,h + OCHP,e) × n = (96 360 + 48 180) × 30 = 4 336 200
kWh
CCNPVreplacement,CHP = CCCHP × (1 + DR)-n
= 8 929 × (1 + 0.05)-15
= £ 3 365
CCNPV,CHP = CCCHP + CCNPVreplacement,CHP = 8 929 + 3 365 = £ 12 294
FCNPV,CHP = FCCHP × [1 – (1 + DR)-n
] / DR = 4 113 × [1 – (1 + 0.05)-30
] / 0.05 = £ 63
226
MCNPV,CHP = MCCHP × [1 – (1 + DR)-n
] / DR = 179 × [1 – (1 + 0.05)-30
] / 0.05 = £ 2
752
DCNPV,CHP = DCCHP × (1 + DR)-n
= 358 × (1 + 0.05)-30
= £ 83
CNPVCHPtotal = CCNPV,CHP + FCNPV,CHP + MCNPV,CHP + DCNPV,CHP = £ 78 354
81.11004336200
78354100
,
LCHP
totalNPVCHP
CHPO
CEC p/kWh
4) Grid
OLe = De × n = 106 500 × 30 = 3 195 000 kWh
FCe = De × EC = 106 500 × 8.2 / 100 = £ 8 733 /year
FCNPV,e = FCe × [1 – (1 + DR)-n
] / DR = 8 733 × [1 – (1 + 0.05)-30
] / 0.05 = £ 134 248
20.41003195000
134248100
Le
NPVe
eO
FCEC p/kWh
196
4) System energy cost
System energy cost is therefore calculated using equation 4.18:
kWhp
DD
DECOECOECOOECEC
eh
egridEGridbboilerPVPVeCHPhCHPCHP
system
/7.3)190900266637(
)]1065002.4()18661645.2()53271302.1())4818096360(81.1[(
)())(( ,,
5) Emissions and emissions saved
The annual CO2 emissions ECO2,CPBG (kg CO2) are:
ggeegridCPBGCO EFDEFDE ,2 = (Degrid × EFe) + [(FICHP + FIboiler) × EFg] =
(106 500 × 0.43) + [(180 675 + 233 270) × 0.19] = 124 445 kg CO2
System CO2 Emissions per kWh for the CHP, PV, boiler and grid option are:
ECO2,CPBG / (De + Dh) = 124445 / (190900+266637) = 0.27 kg CO2/kWh.
Emissions saved, ESCO2,CPBG (kg CO2 saved) for the CHP, PV, Boiler and Grid
option is calculated using equation 4.27:
= 145 413 – 124 445 = 20 969 kg CO2 saved
For this option, a 14.5% emissions savings is achieved (ESCO2,CPBG / ECO2,BG = 20969
/ 145413 = 0.145 = 14.5%).
197
6) System cost per emissions saved
Cost per emissions savings, ESC (£/kg CO2 saved) is calculated for the CHP, PV,
Boiler and Grid option using equation 4.28:
savedkgCOES
DDECESC
CO
ehsystem
2
2
/£9.020969100
)190900266637(7.3
100
)(
5.2.8 Summary of outputs
Table 5.4 Summary of Outputs
Boiler +
Grid
CHP +
Boiler +
Grid
ST +
Boiler +
Grid
PV +
Boiler +
Grid
ST +
CHP +
Boiler +
Grid
CHP +
PV +
Boiler +
Grid
Boiler size
(kW) 168 154 168 168 147 154
Grid demand
(kWh) 190 900 142 894 192 900 135 500 124 100 106 462
CHP size
(kWthermal) - 11 - - 17 11
ST/PV
collector area
(m2)
- - 127 550 38 376
System cost
(p/kWh) 3.1 2.9 4.1 4.2 3.1 3.7
Emissions
(kgCO2 / kWh) 0.32 0.31 0.30 0.27 0.29 0.27
Cost per
emissions
saved (£/
kgCO2 saved)
- 2.5 3.1 0.8 1.1 0.9
Reduction in
emissions (%) - 3.7 4.1 16.4 9.2 14.5
198
Section 1.01 5.3 TOOL EVALUATION PROCEDURE
The procedure for evaluating the viability of renewable energy technologies and
CHP schemes for a new or refurbished building project using the tool, as in this
example, is carried out as described below.
When starting the computer tool the user may choose between starting a new project
or working and modifying an existing project as shown in Figure 5.28. In this case, a
new project is initiated to build up the building loads profile.
Figure 5.28 Start interface
5.3.1 The Building loads
This is carried out in the following order.
a) Entering the building details
In this step the building specifications (type, floor area, occupancy, etc) are entered
for all building types.
199
Figure 5.29a Entering details for 2 bedroom flats residential building
Figure 5.29b Entering details for 1 bedroom flats residential building
200
Figure 5.29c Entering details for office type building
This case study involves three types of buildings with different floor areas and types
of occupancy, namely, 2-bedroom flats, 1-bedroom flats, and office space. Energy
requirements for each type of building cluster are obtained from rule of thumb data
in the tools database. Physical details and rules of thumb for energy consumption of
these buildings are given in the user interface windows of Figure 5.29a, Figure 5.29b
and Figure 5.29c respectively.
b) Choosing to use own load profiles or using the computer tool database of
load profiles
Users have the choice to enter their own load profiles for the building by selecting
“input” or as in this particular example, the database of load profiles was selected as
shown in Figure 5.30.
201
Figure 5.30 User interface window for load profile selection
c) Building loads summary
In this step, a building requirement for heat, hot water and power is then calculated
as shown in Figure 5.31.
Figure 5.31 Calculation of building Loads
202
5.3.2 Evaluation of a combination of Grid, boiler, CHP and solar thermal
collector systems using ST tool
a) Supply of heat and power from a Boiler and Grid
Figure 5.32 Boiler+EGrid sizes
Figure 5.33 Costs for Boiler+Grid option
203
This is the baseline calculation in which the boiler heat rate and associated hot water
storage capacity is calculated. A yearly power consumption of the building is also
evaluated. Figure 5.32 shows estimated loads for this example.
To determine the economic feasibility of different combinations of technologies, the
energy tariffs, life time, capital and maintenance cost are then entered as shown in
Figure 5.33. In this example, the costs related to the boiler installation are calculated
from rule of thumb estimates which can be changed to real quotes by the project
manager.
b) Supply of heat and power from a combination of CHP, Boiler and Grid
Figure 5.34 CHP+Boiler+EGrid case
204
The computer tool evaluates the size of the CHP and its heat storage system, backup
boiler and hot water storage, and calculates the power needed to be met (i.e.,
imported) from the grid. In addition, the cost of saved CO2 from such a combination
of technologies is determined as shown in Figure 5.34 and Figure 5.35.
Figure 5.35 Costs for CHP+Boiler+Grid case
c) Supply of heat and power from a combination of Boiler, Solar collector and
Grid
First the tool user is asked whether there is a size limitation on the solar collector that
can be installed (e.g., available roof area) as shown in Figure 5.36. However, in this
case no limitation factor is considered and the merit of using a solar collector will be
evaluated by the computer tool simply to find the optimum size that would save CO2
emission in a cost effective way.
205
Next capital, maintenance and disposal costs of the solar collector and boiler are
calculated from rules of thumb built into the computer tool but again these could be
modified by the user as given Figure 5.37.
Figure 5.38 shows optimum power and heat outputs for the solar thermal collector,
boiler and hot water storage and grid mains that would generate a reduction in CO2
emissions of 2.1% compared to the baseline option of a grid and boiler only.
Figure 5.36 selecting a limiting factor in the sizing of solar thermal collectors
Figure 5.37 Costs for ST+Boiler+Grid option
206
Figure 5.38 Technology sizes for ST+Boiler+Grid option
d) Supply of heat and power from a combination of CHP, Boiler, Solar collector
and Grid
In this case, the CHP and Solar thermal systems are sized to provide as much heat
and power as practical. The solar thermal collector capacity is not limited by the area
available for installation and the CHP runs for a minimum of 4500 hours a year.
Modelling operating parameters and results of this option as show in Figure 5.39 and
Figure 5.40 respectively and give an estimate of 4.1% savings of CO2 emission.
207
Figure 5.39 Costs for ST+CHP+Boiler+Grid option
Figure 5.40 Sizes of technologies for ST+CHP+Boiler+Grid
208
e) Optimum size selection and comparison of technology combinations of the ST
tool using the Monte Carlo method.
The final step in obtaining optimum heat and power output for different technologies
is to apply the Monte Carlo method which performs an iterative process using
building load profiles that are stored in the database of the computer tool. In this
modelling case for instance the computer tool performs 100 iterations for randomly
selected load profiles. The most frequently occurring outputs for the different
technology combinations are summarised in the bar charts Figures 5.41 to 5.44
which also indicate the ranges of all the outputs.
Figure 5.41 shows a bar chart of the most frequently occurring energy costs of the
different technology combinations against their base cases. The technology
combination with the lowest system energy cost for this example is the
CHP+Boiler+EGrid option with 2.9p/kWh. The Boiler+EGrid and the
ST+CHP+Boiler+EGrid options have a slightly higher energy cost of 3.1p/kWh. The
ST+Boiler+EGrid option has a much higher energy cost of 4p/kWh. However all
options have a lower cost than the cost of electricity.
Figure 5.42 shows that the ST+CHP+Boiler+EGrid option provides the minimum
CO2 emissions of 0.302 kg per kWh of energy consumption. When compared to the
baseline case of boiler and grid only, the ST+CHP+Boiler+EGrid combination offers
maximum CO2 emission reduction of 8.6%, as illustrated by Figure 5.43.
209
Figure 5.41 System energy costs for each technology combination
Figure 5.42 Emissions for each technology combination
Figure 5.43 Emissions reduction for each technology combination
BC BC BC
BC BC BC
210
Figure 5.44 Cost of emission savings for each technology combination
Figure 5.45 Summary of outputs and option comparison with MCM
Equally important, the lowest cost per CO2 emission savings is achieved by the
ST+CHP+Boiler+EGrid option which is estimated to be 1.1£/kgCO2 saved as shown
in Figure 5.44. It can also be seen that ST+Boiler+EGrid option has the highest cost
of emissions savings with 3£/ kgCO2.
211
Figure 5.45 gives a summary of the most probable and cost effective solution for
each technology combination. Therefore, the computer tool could constitute a
valuable instrument for the user in planning and decision making when considering
investment in energy abatement technologies.
f) Optimum size selection and comparison of technology combinations of the ST
tool using one set of load profiles only.
In order to compare the outputs of the tool with the sample calculation outputs in
section 5.2, the tool was also run for one set of load profiles, without the Monte
Carlo method being applied. Figure 5.46 shows the summary of outputs of the ST
tool when one set of load profiles is used and therefore the Monte Carlo method is
not applied. These outputs coincide with the outputs of the sample calculation (Table
5.4) carried out in section 5.2.
Figure 5.46 Summary of outputs and option comparison without MCM
212
5.3.3 Evaluation of a combination of Grid, Boiler, CHP and Photovoltaic
panels using the PV tool
The procedure for evaluating the PV tool for a combination of technologies including
Grid, Boiler, CHP and PV panels is similar to the ST tool described above and the
same operating data is used.
a) Supply of heat and power from a combination of Boiler, Grid and PV panel
Like in the sizing of the solar thermal collector, the user may select a limiting factor
for the size of the panel as given in Figure 5.47. If, however, no constraints on the
size of the panel are entered then the tool evaluates the optimum size of the panel
that would reduce CO2 emission cheaply.
Figure 5.47 Selecting a limiting factor for sizing PV
Operating parameters, energy outputs and emissions savings of grid, boiler and PV
combination are given in Figure 5.48 and Figure 5.49 respectively. Figure 5.49
shows that the PV, boiler and grid combination would save 16.4% in CO2 emission
compared to the baseline case of grid and boiler only. This however would require a
PV panel area of 550 m2.
213
Figure 5.48 Operating Costs for PV+Boiler+EGrid option
Figure 5.49 Sizes of technologies for PV+Boiler+EGrid option
214
b) Supply of heat and power from a combination of PV, CHP, Boiler and Grid
Figure 5.50 Costs for PV+CHP+Boiler+EGrid option
Figure 5.51 Sizes of technologies for PV+CHP+Boiler+EGrid option
215
In this case, the CHP system and PV panel are optimally sized to provide the
maximum heat and power to satisfy the building load. The CHP would run for a
minimum of 4500 hours a year and the PV panel capacity, not being limited by the
area available for installation, is optimally sized to provide additional electricity. The
boiler and grid supply the peak heat and power loads. The computer model operating
parameters and results of this option are shown in Figure 5.50 and Figure 5.51
respectively.
c) Optimum size selection and comparison of technology combinations of the PV
tool using the Monte Carlo method.
As for the ST tool the optimum heat and power output for different technologies, is
obtained by applying the Monte Carlo Method. This iterative process uses building
load profiles stored in the database and records the most frequently occurring outputs
for the different technology combinations and also indicates the ranges of all the
outputs. Figure 5.52 shows a bar chart of the most occurring energy costs of the
different technology combinations. The technology combination with the lowest
system energy cost for this example is again the CHP+Boiler+EGrid option with
2.9p/kWh. The PV+Boiler+EGrid option has the highest energy cost of 4.2p/kWh.
Figure 5.53 and Figure 5.54 show that the PV+Boiler+EGrid option achieves the
lowest emissions of 0.268kgCO2/kWh which represents emissions savings of 16.3%
compared to the boiler and grid only option. Figure 5.54 shows that the
PV+Boiler+EGrid option and the CHP+PV+Boiler+EGrid option achieved the
lowest cost per emission savings of £0.8/kgCO2 saved. The CHP had the highest cost
per emission savings with £2.5/kg CO2 saved.
216
Figure 5.52 System energy costs for each technology combination
Figure 5.53 Emissions for each technology combination
Figure 5.54 Emissions reduction for each technology combination
BC BC BC
BC BC BC
217
Figure 5.55 Cost of emission savings for each technology combination
Figure 5.56 gives a summary of the optimum solutions for each technology
combination and the computer tool makes it easier to select a technology
combination that provides the best results.
Figure 5.56 Summary of outputs and option comparison
218
d) Optimum size selection and comparison of technology combinations of the ST
tool using one set of load profiles only.
In order to compare the outputs of the tool with the sample calculation outputs in
section 5.2, the tool was also run for one set of load profiles, without the Monte
Carlo method being applied. Figure 5.57 shows the summary of outputs of the PV
tool when one set of load profiles is used and therefore the Monte Carlo method is
not applied. These outputs coincide with the outputs of the sample calculation (Table
5.4) carried out in section 5.2.
Figure 5.57 Summary of outputs and option comparison
219
5.4 LIMITATIONS OF THE COMPUTER TOOL
The accuracy of the computer tool outputs depends greatly on the assumptions made
in the tool development. For instance the solar radiation and ambient temperature
data used in the model are those for the London area. Hence, the calculation
procedures could be further improved by incorporating global data to make the
computer tool applicable to anywhere in the world.
The optimum heat and power rating of a technology obtained from the computer tool
may not always exist as a commercial product. For example, the range of available
heat and power equipments (i.e., boilers, CHP systems, PV and solar thermal
collectors) are limited to those commercialised by manufacturers and hence the
computer tool could include suggestion notes on the best nearest equipment ratings
available and the effect this would have on the overall cost and emissions. In
addition, for accurate and quick cost analysis, an up-to-date database of heating and
power equipments properties and costs could be listed with the name of the
manufacturer.
Furthermore, the load profiles database does not statistically represent the whole of
UK building stock and this in turn affects the accuracy of the tool. As part of this
thesis some load profiles for domestic hot water have been collected in a survey.
However, more load profiles would be required to represent the UK building stock.
As more load profiles are added to the database, the accuracy of the tool would
improve.
The accuracy of the computer tool is also affected by the number of iterations the
tool performance in order to obtain a converging solution. A high number of
220
iterations may take a long time and require large computer physical memory to
execute. In the current example, the number of iterations using the Monte Carlo
method is 100 iterations which take a long time to execute depending on the types of
load profiles to process. Hence, speeding up the program execution could be
achieved by using faster computer processors or reducing the number of iterations at
the expense of the accuracy of the tool‟s outputs.
The computer tool is also made up of two separate sub-tools that run independently:
the ST tool and the PV tool. The ST tool sizes technologies that combine with solar
thermal collectors, whereas the PV tool sizes technologies that combine with PV
panels. Therefore, the two sub-tools could be combined seamlessly into one tool
which is capable of sizing a whole host of combination of technologies including
micro-wind turbines and ground source heat pumps. In this way the most optimal
energy mix required for the reduction of emissions could be determined.
5.5 DISCUSSION AND CONCLUSION
The tool developed in this study addresses the uncertainty of load profiles in the
sizing of renewable energy and CHP technologies and compares different
combinations of technologies to find the option with the lowest cost of emissions
reduction (£/kgCO2 saved). As discussed in Chapter 2, there is currently no computer
tool available which investigates the use of a combination of renewable energy and
CHP technologies to provide heat and power in buildings and at the same time takes
into account the uncertainty of building energy load profiles by using the Monte
Carlo Method.
221
The aim in developing this computer tool is to address the needs of an energy project
manager which uses historical buildings load profiles in new schemes with a high
level of confidence when planning the installation of CHP systems, PV panels and
solar thermal collectors individually or in combination with one or more technologies
together. In this way, CO2 emissions in buildings can be reduced as required by
existing Building Regulations (Part L2) for England and Wales.
A conventional gas-fired CHP system is not a renewable energy technology, but,
given that it uses fuel energy content more efficiently, it is usually considered as an
energy saving option, which can ultimately provide a cost effective energy supply,
mainly to commercial buildings, where cost-effectiveness is usually a priority in the
decision-making process. Renewable energy technologies for buildings, however, are
usually more expensive and are rarely considered for application where the cost of
reducing CO2 emission from the building is the overriding priority as the exorbitant
capital and installation cost can only be justified if there is some financial incentive
to do so. It can however be concluded from the results obtained in this case study that
a combination of renewable energy systems and CHP could be a viable option to
provide a cost-effective and environmentally friendly supply of energy to buildings.
Finally, the computer tool allows the user to make quick decisions when selecting a
technology or combination of technologies to be installed in new or refurbished
buildings. In this respect it can be seen from this case study, that if the project is
driven by the cost of energy generation (p/kWh), then CHP+Boiler+EGrid option
would make better investment returns. On the other hand, if the reduction of CO2
emissions is more important, then the option of incorporating renewables with or
without CHP would be a more attractive proposition. The option of incorporating
222
renewables and CHP (i.e., CHP+ST+Boiler+EGrid and CHP+PV+Boiler+EGrid
options) would offer a better solution if both cost of energy generation (p/kWh) and
CO2 emissions are important.
223
Chapter 6:
Conclusion and Suggestions for Future Work
6.1 GENERAL CONCLUSIONS
This thesis demonstrates the need for better knowledge and the necessary tools to
integrate effectively renewable energy and energy efficient technologies to supply
energy to buildings. The ever increasing building regulations standards (Part L1 and
L2) and the government‟s ambitious plan to make all new buildings zero CO2
emissions by 2016 could only be achieved if on-site heat and power generation using
renewables and energy efficient technologies are deployed effectively.
The computer tool developed in this study compares different combinations of
photovoltaic (PV) panels, solar thermal collectors and Combined Heat and Power
(CHP) technologies for building applications to find the option with the lowest cost
of emissions reduction (£/kgCO2 saved). The tool could enable the selection of more
appropriate technologies for the supply of electricity, hot water and space heating for
buildings by optimising the integration of the combined technologies for different
building types. The tool aims to facilitate the decision-making process of the
designers, by identifying workable solutions for a project, as well as streamlining the
number of options from which a reliable decision could be made.
224
The computer tool developed in this thesis addresses the uncertainty of building
energy load profiles in the sizing of renewable energy and CHP technologies by
applying the Monte Carlo method. A database of historical building energy load
profiles was collated for this purpose. A survey was also conducted to collect hot
water load profiles for residential buildings for the computer tool load profile
database.
The Monte Carlo Method is used to take into account the uncertainties of building
energy load profiles in order to provide a most probable output from the tool. One of
the specific outputs of the tool is the techno-economic analysis and carbon savings
from which selected renewable energy/CHP combinations can be compared and
which provides the decision-makers with the required information.
A case study was used to validate the computer tool and its accuracy. Although
renewable energy and CHP technologies are not usually considered together for
building applications, it was concluded, from the results obtained in this case study,
that a combination of renewable energy systems and CHP could be a viable option to
provide a cost-effective and environmentally friendly supply of energy to buildings.
6.1.1 Complexity of building load profiles/patterns
Building energy load profiles are especially useful for the design of renewable
energy technologies and CHP systems, and are, therefore, vital data used in the tool
developed in this study. Energy load profiles for buildings depend on many factors,
such as the type of building, occupancy, climate and occupancy behaviour, which
make them difficult to predict.
225
Past energy use of a building will give the most accurate predictions for future
energy requirements. However for a new-build or some refurbishments this data
might not be available. In these cases typical load profiles are estimated, by taking
the monitored load profile of a similar building, an average of several, or by
simulating a typical profile.
Real load profiles were collected to form a database for the tool. Load profiles were
collected and collated from the literature and a domestic hot water demand survey.
The Monte Carlo Method is used to take into account the uncertainty of the load
profiles in the sizing of the technologies.
6.1.2 Hot water demand profiles
A literature search identified a lack of reliable residential hourly domestic hot water
demand profile data for the UK. Therefore, as part of this work, a survey was
conducted to collect hot water load profiles for residential buildings in the UK. The
survey consisted of a questionnaire and a monitoring survey.
The questionnaire consists of two parts: a general questionnaire about the dwelling
and a diary study. The questionnaire enabled the load profiles collected to be
classified into different building type categories and in the diary study the hot water
consumption patterns were recorded.
The monitoring study was carried out in conjunction with the survey questionnaire
and was carried out using temperature sensors attached to the hot water pipes of the
different appliances within the dwellings. When hot water was used, the temperature
recorded by the sensor increased. This enabled the identification of when and from
which appliance hot water was used throughout the day in the dwellings. Although
226
the use of sensors to collect the data, of collecting the data is more precise as it
doesn‟t rely on participants remembering to record their hot water consumption, the
questionnaire nevertheless enabled more data to be collected. The data collected by
both methods was used to form hourly hot water load profiles to be loaded into the
tool.
Typical hot water usages of appliances were calculated using typical flow rates and
usage time periods recorded by a clamp-on flow meter. The typical hot water usages
for the appliances were combined with the survey questionnaire data and the data
collected from the temperature sensors to form hot water load profiles. This data was
loaded into the tool load profile database with the other load profile data collected
from the literature.
6.1.3 The computer Tool
The computer tool developed in this study provides the user with an aid to selecting
renewable energy technologies with CHP systems for the supply of energy to
buildings, whilst taking into account the uncertainty of building energy load profiles.
The tool optimally sizes combinations of technologies to find the options with the
lowest cost of emissions reduction (£/kgCO2 saved) and allows the user to make
quick decisions when selecting a technology or combination of technologies to be
installed in buildings.
Visual Basic for Application (VBA) was used to develop the computer tool. The tool
was developed in two Excel files each combining a different renewable energy
technology (Photovoltaics and Solar Thermal) with CHP. Each tool consists of the
following main stages:
227
D. The building loads and load profiles are processed.
E. Sizing and selection of technical parameters of technologies followed by a
financial and environmental analysis are carried out.
F. If load profiles are not known to the tool user, the Monte Carlo Method is used to
account for the uncertainty of building energy load profiles by sizing each of the
combination options for 100 different load profiles.
G. For each combination the most likely technology sizes, costs and emissions are
obtained and a comparison and evaluation analysis of technologies or
combination of technologies is given that would facilitate the selection of the
appropriate option.
6.1.4 The case study
The validation of the computer tool was carried out to select and optimise renewable
energy technologies for a mixed-use office and residential building located in the
UK. A building, with a total floor area of 1750m2, consisting of three clusters of 5
two-bedroom flats of 100m2 each, 15 one-bedroom flats of 50m
2 each, and 500m
2 of
office space with occupancy capacity of 50 people was used for the validation. In this
analysis, it is assumed that the building loads and load profiles are not known in
advance and hence the tool uses load profiles from its database of load profiles to
match each cluster building. Three different technologies are evaluated in different
combinations: combined heat and power, solar thermal collectors for hot water and
photovoltaic panels for electricity generation.
It can be seen from this case study, that if the project is driven by the cost of energy
generation (p/kWh), then CHP+Boiler+EGrid option would make better investment
returns. On the other hand, if the reduction of CO2 emissions is more important, then
228
the option of incorporating renewables with or without CHP would be a more
attractive proposition. The option of incorporating renewables and CHP (i.e.,
CHP+ST+Boiler+EGrid and CHP+PV+Boiler+EGrid options) would offer a better
solution if both cost of energy generation (p/kWh) and CO2 emissions are important.
6.2 CONTRIBUTION TO KNOWLEDGE AND ORIGINALITY
In this work a computer tool was developed and a hot water demand survey was
carried out as described above. The main original points of this research include:
Development of a computer tool with the built-in capability to determine
optimal power ratings, cost and environmental impact of integrated renewable
energy and energy efficient technologies to provide heat and power in
buildings.
The computer tool uses a large database of load profiles for different types of
buildings.
An interactive procedure using the Monte Carlo method was employed to take
into account the uncertainty of load profiles.
A case study was used to validate the computer tool and its accuracy.
A survey was carried out to collect hot water consumption profiles for
residential buildings in the UK.
229
6.3 RECOMMENDATIONS FOR FUTURE WORK
As discussed in Chapter 5, the computer tool developed in this study could be
improved further by addressing the following:
The accuracy of the computer model outputs depends greatly on the
assumptions made in the tool development. The calculation procedures of the
computer tool could therefore be further improved, by for example
incorporating weather data for different locations in the world so that the tool
could be used by a wider audience.
For accurate and quick cost analysis, an up-to-date database of heating and
power equipment properties and costs could be listed with the name of the
manufacturer.
The optimum heat and power rating of a technology obtained from the
computer tool may not always exist as a commercial product as the range of
available heat and power equipment is limited to those commercialised by
manufacturers. The computer tool could include suggestion notes on the best
nearest equipment ratings available and the effect this would have on the
overall cost and emissions.
The accuracy of the computer tool could be improved by adding more building
energy load profiles to the tools database. Although some load profiles for
domestic hot water have been collected in a survey as part of this thesis, more
load profiles would be required to represent the UK building stock.
The running time of the computer tool could be reduced to make the tool more
user-friendly. In the current example, the number of iterations using the Monte
230
Carlo method is 100 iterations. This takes a long time to execute depending on
the types of load profiles to process.
The two sub-tools (ST tool and the PV tool) could be combined seamlessly into
one tool.
The computer tool could be further widened to include cooling and air
conditioning technologies such as vapour compression, absorption chillers, and
heat pumps, and other distributed power generation systems such as micro-
wind turbines.
231
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Appendix
Domestic Hot Water and Heating Demand Survey
This questionnaire aims to establish typical residential hot water consumption
patterns.
Please tick or complete the relevant boxes in the sections below.
Thank you very much for your time.
GENERAL
City/County of residence
Property type
Year of build
No of bedrooms
No of showers
No of baths
Dwelling
size (m2)
Adult occupancy
Children occupancy
On average, how
many days in the
week is your house occupied during the day (9am – 5pm)?
APPLIANCES
Oven fuel:
Hob fuel:
Washing
machine
water supply:
Dishwasher
water
supply:
Flat Bedsit Terraced Semi
Detached Other (please specifiy)
<1900 1900-40 1941-60 1960s 1970s
1980s 1990s 2000s Don‟t know
1 2 3 4 5+
0 1 2 3 4+
0 1 2 3 4+
0-50 51-100 101-150 151-200 >200
1 2 3 4 5+
0 1 2 3 4+
1 2 3 4 5 6 7
Electricity Mains gas Other (please specify)
Electricity Mains gas Other (please specify)
Hot &
cold
supply
Cold
supply only Don‟t
know Don‟t
have one
Hot & cold
supply Cold
supply only Don‟t
know Don‟t
have one
246
HEATING SYSTEM
Main
Heating
System
Distribution
system
Main Heating Fuel
Heating period
(please tick
months you
usually heat
your house)
Is your heating controlled
by a timer or a thermostat?
Do you have a fireplace?
Fireplace fuel
HOT WATER SYSTEM
What hot water
system do you
have?
Fuel
Is your hot
water
supply controlled
by a timer or is it instantaneous?
COMMENTS
Conventional boiler Combination boiler Don‟t know
Other (please specify) None
Radiators Under-floor heating Don‟t know
Other (please specify)
Electricity Natural Gas Oil Coal
Other (please specify) Don‟t know
January February March April
May June July August
September October November December
Timer Thermostat Don‟t know
Yes No
Gas Wood Coal
Other (please specify)
Same as for heating Other (please specify)
Same as for heating Other (please specify)
Timer Instantaneous Don‟t know
247
1 - Weekly consumption pattern
Week (1-52) Date
reading at the start of the week
reading at the end of the week
Gas reading
Electricity reading
Water reading
Heating Thermostat setting Please tick your thermostat setting for every day of the week
°C
Day 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
Sunday
Day 1 2 3 4 5
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
Sunday
Or Timer settings ON 1
°C OFF 1
°C
ON 2
°C OFF 2
°C
Hot water Timer settings ON 1
°C OFF 1
°C
ON 2
°C OFF 2
°C
248
2a - Weekly Bathroom DHW consumption
Week (1-52) Date
Please tick when the bath, shower, wash handbassin, and other hot water is used in the bathroom.
BATH SHOWER
Time Example Monday Tuesday Wednesday Thursday Friday Saturday Sunday Time Example Monday Tuesday Wednesday Thursday Friday Saturday Sunday 00:00 00:00
01:00 01:00
02:00 02:00
03:00 03:00
04:00 04:00
05:00 05:00
06:00 06:00
07:00 07:00 V
08:00 08:00
09:00 09:00
10:00 10:00
11:00 11:00
12:00 12:00
13:00 13:00
14:00 14:00
15:00 15:00
16:00 V 16:00
17:00 17:00
18:00 18:00
19:00 19:00
20:00 20:00
21:00 21:00
22:00 22:00
23:00 23:00
WASH HANDBASSIN OTHER (please specify)
Time Example Monday Tuesday Wednesday Thursday Friday Saturday Sunday Time Example Monday Tuesday Wednesday Thursday Friday Saturday Sunday 00:00 00:00
01:00 01:00
02:00 02:00
03:00 03:00
04:00 04:00
05:00 05:00
06:00 06:00
07:00 07:00
08:00 v 08:00
09:00 09:00
10:00 10:00
11:00 11:00
12:00 12:00
13:00 v 13:00
14:00 14:00
15:00 15:00
16:00 16:00
17:00 v 17:00
18:00 18:00
19:00 v 19:00
20:00 20:00
21:00 v 21:00
22:00 22:00
23:00 23:00
249
2b - Weekly Kitchen DHW consumption
Week (1-52) Date
Please tick when the sink, dishwasher, washing machine, and other hot water is used in the kitchen.
SINK (washing dishes) DISHWASHER
Time Monday Tuesday Wednesday Thursday Friday Saturday Sunday Time Monday Tuesday Wednesday Thursday Friday Saturday Sunday 00:00 00:00
01:00 01:00
02:00 02:00
03:00 03:00
04:00 04:00
05:00 05:00
06:00 06:00
07:00 07:00
08:00 08:00
09:00 09:00
10:00 10:00
11:00 11:00
12:00 12:00
13:00 13:00
14:00 14:00
15:00 15:00
16:00 16:00
17:00 17:00
18:00 18:00
19:00 19:00
20:00 20:00
21:00 21:00
22:00 22:00
23:00 23:00
WASHING MASHINE OTHER (please specify)
Time Monday Tuesday Wednesday Thursday Friday Saturday Sunday Time Monday Tuesday Wednesday Thursday Friday Saturday Sunday 00:00 00:00
01:00 01:00
02:00 02:00
03:00 03:00
04:00 04:00
05:00 05:00
06:00 06:00
07:00 07:00
08:00 08:00
09:00 09:00
10:00 10:00
11:00 11:00
12:00 12:00
13:00 13:00
14:00 14:00
15:00 15:00
16:00 16:00
17:00 17:00
18:00 18:00
19:00 19:00
20:00 20:00
21:00 21:00
22:00 22:00
23:00 23:00
250
2c – Weekly other DHW consumption
Week (1-52) Date
Please tick when hot water is used in this room. Please also indicate its use.
USE (please specify) USE (please specify)
Time Monday Tuesday Wednesday Thursday Friday Saturday Sunday Time Monday Tuesday Wednesday Thursday Friday Saturday Sunday 00:00 00:00
01:00 01:00
02:00 02:00
03:00 03:00
04:00 04:00
05:00 05:00
06:00 06:00
07:00 07:00
08:00 08:00
09:00 09:00
10:00 10:00
11:00 11:00
12:00 12:00
13:00 13:00
14:00 14:00
15:00 15:00
16:00 16:00
17:00 17:00
18:00 18:00
19:00 19:00
20:00 20:00
21:00 21:00
22:00 22:00
23:00 23:00
USE (please specify) USE (please specify)
Time Monday Tuesday Wednesday Thursday Friday Saturday Sunday Time Monday Tuesday Wednesday Thursday Friday Saturday Sunday 00:00 00:00
01:00 01:00
02:00 02:00
03:00 03:00
04:00 04:00
05:00 05:00
06:00 06:00
07:00 07:00
08:00 08:00
09:00 09:00
10:00 10:00
11:00 11:00
12:00 12:00
13:00 13:00
14:00 14:00
15:00 15:00
16:00 16:00
17:00 17:00
18:00 18:00
19:00 19:00
20:00 20:00
21:00 21:00
22:00 22:00
23:00 23:00
1